Multi-layer Floorplanning for Reliable System-on-Package

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结构设计计算书

结构设计计算书

湖南理工学院南湖学院题目:岳阳市某单位综合楼作者:学号:系别:土木建筑工程系专业:土木工程指导老师:职称:讲师完成时间:某理工学院办公楼设计摘要:本设计的题目为岳阳市某单位综合楼。

其中该设计分为建筑设计、结构设计和施工组织设计。

第一部分:建筑设计,本工程的建筑设计方案简单,采用对称布置,呈矩形。

能充分满足了单位办公的需求,建筑立面造型独特,表现了学院办公楼建筑的特点。

第二部分:结构设计,本工程的结构设计围绕安全、经济两个重点展开,采用多层框架结构。

其中选取一榀框架对其梁和柱的计算采用电算加手算,整个计算过程力求正确,基础采用柱下独立基础,并进行了楼梯和楼板的设计计算,过程详见计算书。

第三部分:施工组织设计,本工程施工组织设计详细阐述了施工布置、施工准备、施工方法、质量控制、安全生产等五个方面,明确了工程人员职则。

并根据劳动定额及计算工程量确定日工作人数,绘制施工进度计划表。

关键词:办公楼建筑设计结构设计施工组织设计框架结构计算Institute technonogy office building of the DesignSummary: The topic originally designed is the office building of institute of some job. The designs hadbeen divided into the architectural design, design and operatiol of the structure and organize the design.First part : Architectural design, the architectural design of this project is simple ,adopt and fix up asymmetrically, take the form of rectangle word. Can fully meet the demand that the institute handles official business, the elevation model of the buikding is unique; have displayed the characteristic of the building of office building of the institute.Second part: Structural design, project this structural design launch around security , economy two focal points, adopt the multi-layer frame structure. Choose one pin frame adopt electricity is it add to roof beam and calculation of post their hand charge to regard as among them, the whole computational process strives to be correct, the foundation adopts the independent foundation under the post, the design carrying on the stair floor is calculated, the course sees and calculates the book.The third part : Construct and organize and design, this construction organizes the design to explain and construct such five respects as assigning , preparation of construction , construction method , quality control , safety in production ,etc. in detail , have defined project duties of personnel . And confirm the working number of people on day according to the work norm and project amount of calculation, draw the planning chart of the construction speed.Keyword: Office building Architectural design Structural design Construct and organize and design the frame structure calculating目录第一部分:结构设计计算书一、设计概况 (4)二、结构计算书(基本情况) (5)三、框架侧移刚度计算 (7)四、荷载标准值计算 (10)五、确定结构计算简图 (13)六、恒荷载作用下框架内力分析 (16)七、活荷载作用下框架内力分析 (17)八、水平地震作用计算(横向水平地震) (26)九、横向风荷载作用下框架结构内力和侧移计算 (36)十、横向框架内力组合 (43)十一、框架截面设计与配筋计算 (52)十二、基础设计 (62)十三、楼梯设计 (66)十四、楼板设计 (70)第二部分:施工组织设计(内容附后) (75)参考文献 (82)致谢词 (83)结构设计计算书.一、设计概况1.建设项目名称:岳阳市某单位综合楼2.建设地点:岳阳市某地3.设计资料:3.1.地质水文资料:①.该场地地形平整,无滑坡、无液化土层等不良地质现象。

德尔·韦玛网络S4048T-ON交换机说明书

德尔·韦玛网络S4048T-ON交换机说明书

The Dell EMC Networking S4048T-ON switch is the industry’s latest data center networking solution, empowering organizations to deploy modern workloads and applications designed for the open networking era. Businesses who have made the transition away from monolithic proprietary mainframe systems to industry standard server platforms can now enjoy even greater benefits from Dell EMC open networking platforms. By using industry-leading hardware and a choice of leading network operating systems to simplify data center fabric orchestration and automation, organizations can tailor their network to their unique requirements and accelerate innovation.These new offerings provide the needed flexibility to transform data centers. High-capacity network fabrics are cost-effective and easy to deploy, providing a clear path to the software-defined data center of the future with no vendor lock-in.The S4048T-ON supports the open source Open Network Install Environment (ONIE) for zero-touch installation of alternate network operating systems, including feature rich Dell Networking OS.High density 1/10G BASE-T switchThe Dell EMC Networking S-Series S4048T-ON is a high-density100M/1G/10G/40GbE top-of-rack (ToR) switch purpose-builtfor applications in high-performance data center and computing environments. Leveraging a non-blocking switching architecture, theS4048T-ON delivers line-rate L2 and L3 forwarding capacity within a conservative power budget. The compact S4048T-ON design provides industry-leading density of 48 dual-speed 1/10G BASE-T (RJ45) ports, as well as six 40GbE QSFP+ up-links to conserve valuable rack space and simplify the migration to 40Gbps in the data center core. Each40GbE QSFP+ up-link can also support four 10GbE (SFP+) ports with a breakout cable. In addition, the S4048T-ON incorporates multiple architectural features that optimize data center network flexibility, efficiency and availability, including I/O panel to PSU airflow or PSU to I/O panel airflow for hot/cold aisle environments, and redundant, hot-swappable power supplies and fans. S4048T-ON supports feature-rich Dell Networking OS, VLT, network virtualization features such as VRF-lite, VXLAN Gateway and support for Dell Embedded Open Automation Framework.• The S4048T-ON is the only switch in the industry that supports traditional network-centric virtualization (VRF) and hypervisorcentric virtualization (VXLAN). The switch fully supports L2 VX-• The S4048T-ON also supports Dell EMC Networking’s Embedded Open Automation Framework, which provides enhanced network automation and virtualization capabilities for virtual data centerenvironments.• The Open Automation Framework comprises a suite of interre-lated network management tools that can be used together orindependently to provide a network that is flexible, available andmanageable while helping to reduce operational expenses.Key applicationsDynamic data centers ready to make the transition to software-defined environments• High-density 10Gbase-T ToR server access in high-performance data center environments• Lossless iSCSI storage deployments that can benefit from innovative iSCSI & DCB optimizations that are unique only to Dell NetworkingswitchesWhen running the Dell Networking OS9, Active Fabric™ implementation for large deployments in conjunction with the Dell EMC Z-Series, creating a flat, two-tier, nonblocking 10/40GbE data center network design:• High-performance SDN/OpenFlow 1.3 enabled with ability to inter-operate with industry standard OpenFlow controllers• As a high speed VXLAN Layer 2 Gateway that connects thehypervisor based ovelray networks with nonvirtualized infrastructure Key features - general• 48 dual-speed 1/10GbE (SFP+) ports and six 40GbE (QSFP+)uplinks (totaling 72 10GbE ports with breakout cables) with OSsupport• 1.44Tbps (full-duplex) non-blocking switching fabric delivers line-rateperformance under full load with sub 600ns latency• I/O panel to PSU airflow or PSU to I/O panel airflow• Supports the open source ONIE for zero-touch• installation of alternate network operating systems• Redundant, hot-swappable power supplies and fansDELL EMC NETWORKING S4048T-ON SWITCHEnergy-efficient 10GBASE-T top-of-rack switch optimized for data center efficiencyKey features with Dell EMC Networking OS9Scalable L2 and L3 Ethernet switching with QoS and a full complement of standards-based IPv4 and IPv6 features, including OSPF, BGP and PBR (Policy Based Routing) support• Scalable L2 and L3 Ethernet switching with QoS and a full complement of standards-based IPv4 and IPv6 features, including OSPF, BGP andPBR (Policy Based Routing) support• VRF-lite enables sharing of networking infrastructure and provides L3traffic isolation across tenants• Increase VM Mobility region by stretching L2 VLAN within or across two DCs with unique VLT capabilities like Routed VL T, VLT Proxy Gateway • VXLAN gateway functionality support for bridging the nonvirtualizedand the virtualized overlay networks with line rate performance.• Embedded Open Automation Framework adding automatedconfiguration and provisioning capabilities to simplify the management of network environments. Supports Puppet agent for DevOps• Modular Dell Networking OS software delivers inherent stability as well as enhanced monitoring and serviceability functions.• Enhanced mirroring capabilities including 1:4 local mirroring,• Remote Port Mirroring (RPM), and Encapsulated Remote PortMirroring (ERPM). Rate shaping combined with flow based mirroringenables the user to analyze fine grained flows• Jumbo frame support for large data transfers• 128 link aggregation groups with up to 16 members per group, usingenhanced hashing• Converged network support for DCB, with priority flow control(802.1Qbb), ETS (802.1Qaz), DCBx and iSCSI TLV• S4048T-ON supports RoCE and Routable RoCE to enable convergence of compute and storage on Active FabricUser port stacking support for up to six units and unique mixed mode stacking that allows stacking of S4048-ON with S4048T-ON to providecombination of 10G SFP+ and RJ45 ports in a stack.Physical48 fixed 10GBase-T ports supporting 100M/1G/10G speeds6 fixed 40 Gigabit Ethernet QSFP+ ports1 RJ45 console/management port with RS232signaling1 USB 2.0 type A to support mass storage device1 Micro-USB 2.0 type B Serial Console Port1 8 GB SSD ModuleSize: 1RU, 1.71 x 17.09 x 18.11”(4.35 x 43.4 x 46 cm (H x W x D)Weight: 23 lbs (10.43kg)ISO 7779 A-weighted sound pressure level: 65 dB at 77°F (25°C)Power supply: 100–240V AC 50/60HzMax. thermal output: 1568 BTU/hMax. current draw per system:4.6 A at 460W/100VAC,2.3 A at 460W/200VACMax. power consumption: 460 WattsT ypical power consumption: 338 WattsMax. operating specifications:Operating temperature: 32°F to 113°F (0°C to45°C)Operating humidity: 5 to 90% (RH), non-condensing Max. non-operating specifications:Storage temperature: –40°F to 158°F (–40°C to70°C)Storage humidity: 5 to 95% (RH), non-condensingRedundancyHot swappable redundant powerHot swappable redundant fansPerformance GeneralSwitch fabric capacity:1.44Tbps (full-duplex)720Gbps (half-duplex)Forwarding Capacity: 1080 MppsLatency: 2.8 usPacket buffer memory: 16MBCPU memory: 4GBOS9 Performance:MAC addresses: 160KARP table 128KIPv4 routes: 128KIPv6 hosts: 64KIPv6 routes: 64KMulticast routes: 8KLink aggregation: 16 links per group, 128 groupsLayer 2 VLANs: 4KMSTP: 64 instancesVRF-Lite: 511 instancesLAG load balancing: Based on layer 2, IPv4 or IPv6headers Latency: Sub 3usQOS data queues: 8QOS control queues: 12Ingress ACL: 16KEgress ACL: 1KQoS: Default 3K entries scalable to 12KIEEE compliance with Dell Networking OS9802.1AB LLDP802.1D Bridging, STP802.1p L2 Prioritization802.1Q VLAN T agging, Double VLAN T agging,GVRP802.1Qbb PFC802.1Qaz ETS802.1s MSTP802.1w RSTP802.1X Network Access Control802.3ab Gigabit Ethernet (1000BASE-T)802.3ac Frame Extensions for VLAN T agging802.3ad Link Aggregation with LACP802.3ae 10 Gigabit Ethernet (10GBase-X) withQSA802.3ba 40 Gigabit Ethernet (40GBase-SR4,40GBase-CR4, 40GBase-LR4) on opticalports802.3u Fast Ethernet (100Base-TX)802.3x Flow Control802.3z Gigabit Ethernet (1000Base-X) with QSA 802.3az Energy Efficient EthernetANSI/TIA-1057 LLDP-MEDForce10 PVST+Max MTU 9216 bytesRFC and I-D compliance with Dell Networking OS9General Internet protocols768 UDP793 TCP854 T elnet959 FTPGeneral IPv4 protocols791 IPv4792 ICMP826 ARP1027 Proxy ARP1035 DNS (client)1042 Ethernet Transmission1305 NTPv31519 CIDR1542 BOOTP (relay)1812 Requirements for IPv4 Routers1918 Address Allocation for Private Internets 2474 Diffserv Field in IPv4 and Ipv6 Headers 2596 Assured Forwarding PHB Group3164 BSD Syslog3195 Reliable Delivery for Syslog3246 Expedited Assured Forwarding4364 VRF-lite (IPv4 VRF with OSPF, BGP,IS-IS and V4 multicast)5798 VRRPGeneral IPv6 protocols1981 Path MTU Discovery Features2460 Internet Protocol, Version 6 (IPv6)Specification2464 Transmission of IPv6 Packets overEthernet Networks2711 IPv6 Router Alert Option4007 IPv6 Scoped Address Architecture4213 Basic Transition Mechanisms for IPv6Hosts and Routers4291 IPv6 Addressing Architecture4443 ICMP for IPv64861 Neighbor Discovery for IPv64862 IPv6 Stateless Address Autoconfiguration 5095 Deprecation of T ype 0 Routing Headers in IPv6IPv6 Management support (telnet, FTP, TACACS, RADIUS, SSH, NTP)VRF-Lite (IPv6 VRF with OSPFv3, BGPv6, IS-IS) RIP1058 RIPv1 2453 RIPv2OSPF (v2/v3)1587 NSSA 4552 Authentication/2154 OSPF Digital Signatures Confidentiality for 2328 OSPFv2 OSPFv32370 Opaque LSA 5340 OSPF for IPv6IS-IS1142 Base IS-IS Protocol1195 IPv4 Routing5301 Dynamic hostname exchangemechanism for IS-IS5302 Domain-wide prefix distribution withtwo-level IS-IS5303 3-way handshake for IS-IS pt-to-ptadjacencies5304 IS-IS MD5 Authentication5306 Restart signaling for IS-IS5308 IS-IS for IPv65309 IS-IS point to point operation over LANdraft-isis-igp-p2p-over-lan-06draft-kaplan-isis-ext-eth-02BGP1997 Communities2385 MD52545 BGP-4 Multiprotocol Extensions for IPv6Inter-Domain Routing2439 Route Flap Damping2796 Route Reflection2842 Capabilities2858 Multiprotocol Extensions2918 Route Refresh3065 Confederations4360 Extended Communities4893 4-byte ASN5396 4-byte ASN representationsdraft-ietf-idr-bgp4-20 BGPv4draft-michaelson-4byte-as-representation-054-byte ASN Representation (partial)draft-ietf-idr-add-paths-04.txt ADD PATHMulticast1112 IGMPv12236 IGMPv23376 IGMPv3MSDP, PIM-SM, PIM-SSMSecurity2404 The Use of HMACSHA- 1-96 within ESPand AH2865 RADIUS3162 Radius and IPv63579 Radius support for EAP3580 802.1X with RADIUS3768 EAP3826 AES Cipher Algorithm in the SNMP UserBase Security Model4250, 4251, 4252, 4253, 4254 SSHv24301 Security Architecture for IPSec4302 IPSec Authentication Header4303 ESP Protocol4807 IPsecv Security Policy DB MIBdraft-ietf-pim-sm-v2-new-05 PIM-SMwData center bridging802.1Qbb Priority-Based Flow Control802.1Qaz Enhanced Transmission Selection (ETS)Data Center Bridging eXchange (DCBx)DCBx Application TLV (iSCSI, FCoE)Network management1155 SMIv11157 SNMPv11212 Concise MIB Definitions1215 SNMP Traps1493 Bridges MIB1850 OSPFv2 MIB1901 Community-Based SNMPv22011 IP MIB2096 IP Forwarding T able MIB2578 SMIv22579 T extual Conventions for SMIv22580 Conformance Statements for SMIv22618 RADIUS Authentication MIB2665 Ethernet-Like Interfaces MIB2674 Extended Bridge MIB2787 VRRP MIB2819 RMON MIB (groups 1, 2, 3, 9)2863 Interfaces MIB3273 RMON High Capacity MIB3410 SNMPv33411 SNMPv3 Management Framework3412 Message Processing and Dispatching forthe Simple Network ManagementProtocol (SNMP)3413 SNMP Applications3414 User-based Security Model (USM) forSNMPv33415 VACM for SNMP3416 SNMPv23417 Transport mappings for SNMP3418 SNMP MIB3434 RMON High Capacity Alarm MIB3584 Coexistance between SNMP v1, v2 andv34022 IP MIB4087 IP Tunnel MIB4113 UDP MIB4133 Entity MIB4292 MIB for IP4293 MIB for IPv6 T extual Conventions4502 RMONv2 (groups 1,2,3,9)5060 PIM MIBANSI/TIA-1057 LLDP-MED MIBDell_ITA.Rev_1_1 MIBdraft-grant-tacacs-02 TACACS+draft-ietf-idr-bgp4-mib-06 BGP MIBv1IEEE 802.1AB LLDP MIBIEEE 802.1AB LLDP DOT1 MIBIEEE 802.1AB LLDP DOT3 MIB sFlowv5 sFlowv5 MIB (version 1.3)DELL-NETWORKING-SMIDELL-NETWORKING-TCDELL-NETWORKING-CHASSIS-MIBDELL-NETWORKING-PRODUCTS-MIBDELL-NETWORKING-SYSTEM-COMPONENT-MIBDELL-NETWORKING-TRAP-EVENT-MIBDELL-NETWORKING-COPY-CONFIG-MIBDELL-NETWORKING-IF-EXTENSION-MIBDELL-NETWORKING-FIB-MIBIT Lifecycle Services for NetworkingExperts, insights and easeOur highly trained experts, withinnovative tools and proven processes, help you transform your IT investments into strategic advantages.Plan & Design Let us analyze yourmultivendor environment and deliver a comprehensive report and action plan to build upon the existing network and improve performance.Deploy & IntegrateGet new wired or wireless network technology installed and configured with ProDeploy. Reduce costs, save time, and get up and running cateEnsure your staff builds the right skills for long-termsuccess. Get certified on Dell EMC Networking technology and learn how to increase performance and optimize infrastructure.Manage & SupportGain access to technical experts and quickly resolve multivendor networking challenges with ProSupport. Spend less time resolving network issues and more time innovating.OptimizeMaximize performance for dynamic IT environments with Dell EMC Optimize. Benefit from in-depth predictive analysis, remote monitoring and a dedicated systems analyst for your network.RetireWe can help you resell or retire excess hardware while meeting local regulatory guidelines and acting in an environmentally responsible way.Learn more at/lifecycleservicesLearn more at /NetworkingDELL-NETWORKING-FPSTATS-MIBDELL-NETWORKING-LINK-AGGREGATION-MIB DELL-NETWORKING-MSTP-MIB DELL-NETWORKING-BGP4-V2-MIB DELL-NETWORKING-ISIS-MIBDELL-NETWORKING-FIPSNOOPING-MIBDELL-NETWORKING-VIRTUAL-LINK-TRUNK-MIB DELL-NETWORKING-DCB-MIBDELL-NETWORKING-OPENFLOW-MIB DELL-NETWORKING-BMP-MIBDELL-NETWORKING-BPSTATS-MIBRegulatory compliance SafetyCUS UL 60950-1, Second Edition CSA 60950-1-03, Second Edition EN 60950-1, Second EditionIEC 60950-1, Second Edition Including All National Deviations and Group Differences EN 60825-1, 1st EditionEN 60825-1 Safety of Laser Products Part 1:Equipment Classification Requirements and User’s GuideEN 60825-2 Safety of Laser Products Part 2: Safety of Optical Fibre Communication Systems FDA Regulation 21 CFR 1040.10 and 1040.11EmissionsInternational: CISPR 22, Class AAustralia/New Zealand: AS/NZS CISPR 22: 2009, Class ACanada: ICES-003:2016 Issue 6, Class AEurope: EN 55022: 2010+AC:2011 / CISPR 22: 2008, Class AJapan: VCCI V-3/2014.04, Class A & V4/2012.04USA: FCC CFR 47 Part 15, Subpart B:2009, Class A RoHSAll S-Series components are EU RoHS compliant.CertificationsJapan: VCCI V3/2009 Class AUSA: FCC CFR 47 Part 15, Subpart B:2009, Class A Available with US Trade Agreements Act (TAA) complianceUSGv6 Host and Router Certified on Dell Networking OS 9.5 and greater IPv6 Ready for both Host and RouterUCR DoD APL (core and distribution ALSAN switch ImmunityEN 300 386 V1.6.1 (2012-09) EMC for Network Equipment\EN 55022, Class AEN 55024: 2010 / CISPR 24: 2010EN 61000-3-2: Harmonic Current Emissions EN 61000-3-3: Voltage Fluctuations and Flicker EN 61000-4-2: ESDEN 61000-4-3: Radiated Immunity EN 61000-4-4: EFT EN 61000-4-5: SurgeEN 61000-4-6: Low Frequency Conducted Immunity。

商务英语缩写

商务英语缩写
MB Model Base 模型库
MFC Microsoft Foundation Class Library 微软基础类库
MIS Management Iformation System 管理信息系统
MIS Management Information System 管理信息系统
MPLS Muti-Protocal Label Switching 多协议标记交换
JTS Just in Time System 准时生产系统
KDD Knowledge Discovery In Database 数据库知识发掘
LAN Local-Area Network 局域网
MAC Medium Access Control 媒体访问控制
MAN Metropolitan Area Network 城域网
IOTP Internet Open Trading Protocol 开放贸易协议
IP Internet Protocol 网际协议
IP Internet Protocol 因特网协议
IPX Internet Packet eXchange 网际信息包交换协议
IPX Internetwork Packet Exchange 因特网包交换
DSL Digital Subscriber Line 数字用户线路
DSS Decision Support System 决策支持系统
DSS Decision Support System 决策支持系统
DTS Digital Time-stamp Service 数字时间戳服务
DW Data Warehouse 数据仓库
GIIC Global Information Infrastructure Committee 全球信息基础设施委员会

synopsys iC Compiler II 数据手册说明书

synopsys iC Compiler II 数据手册说明书

DATASHEETOverview IC Compiler™ II is the industry leading place and route solution that delivers best-in-class quality-of-results (QoR) for next-generation designs across all market verticals and process technologies while enabling unprecedented productivity. IC Compiler II includes innovative for flat and hierarchical design planning, early design exploration, congestion aware placement and optimization, clock tree synthesis, advanced node routing convergence, manufacturing compliance, and signoff closure.IC Compiler II is specifically architected to address aggressive performance, power, area (PPA), and time-to-market pressures of leading-edge designs. Key technologies include a pervasively parallel optimization framework, multi-objective global placement, routing driven placement optimization, full flow Arc based concurrent clock and data optimization, total power optimization, multi-pattern and FinFET aware flow and machine learning (ML) driven optimization for fast and predictive design closure. Advanced Fusion technologies offer signoff IR drop driven optimization, PrimeTime ® delay calculation within IC Compiler II, exhaustive path-based analysis (PBA) and signoff ECO within place and route for unmatched QoR and design convergence. F U S I O N D E S I G N P L A T F O R M PrimeTime, StarRC, PrimePower,IC Validator, RedHawk Analysis Fusion Fusion Compiler IC Compiler II Design Compiler NXT TestMAX F o r m a l i t y ECO Fusion S i g n o f f F u s i o n S i g n o f f F u s i o n Test Fusion Figure 1: IC Compiler II Anchor in Synopsys Design PlatformAccelerating DesignClosure on AdvancedDesignsIC Compiler II Industry Leading Place and Route SystemKey BenefitsProductivity• The highest capacity solution that supports 500M+ instances with a scalable and compact data model• A full suite of design planning features including transparent hierarchical optimization• Out-of-the-box simple reference methodology for easy setup• Multi-threaded and distributed computing for all major flow steps• Golden signoff accuracy with direct access to PrimeTime delay calculationPPA• Unified TNS driven optimization framework• Congestion, timing, and power-driven logic re-synthesis• IEEE 1801 UPF/multi-voltage support• Arc-based concurrent clock and data optimization• Global minima driven total power optimizationAdvanced Nodes• Multi-pattern and FinFET aware design flow• Next generation advanced 2D placement and legalization• Routing layer driven optimization, auto NDR, and via pillar optimization• Machine learning driven congestion prediction and DRC closure• Highest level of foundry support and certification for advanced process nodes• IC Validator in the loop signoff driven DRC validation and fixingAdvanced Fusion Technology• Physically aware logic re-synthesis• IR drop driven optimization during all major flow steps• PrimeTime delay calculation based routing optimization for golden accuracy• Integrated PrimeTime ECO flow during routing optimization for fastest turnaround timeEmpowering Design Across Diversified ApplicationsThe dizzying pace of innovation and highly diversified applications across the design spectrum is forcing a complete rethink of the place and route systems to design and implement differentiated designs in a highly competitive semiconductor market on schedule. Designers on emerging process nodes must meet aggressive PPA and productivity goals. It essentially means efficient and intelligent handling of 100s of millions of place-able instances, multiple levels of hierarchy, 1000s of hard macros, 100s of clocks, wide busses, and 10s of modes and corners power domains and complex design constraints and process technology mandates. Emphasis on Designer ProductivityIC Compiler II is architected from the ground up for speed and scalability. Its hierarchical data model consumes 2-3X less memory than conventional tools, boosting the limits of capacity to 500M placeable instances and beyond. Adaptive abstraction and on-the-fly data management minimize memory requirements and enable fast responsive data manipulation. Near-linear multi-core threading of key infrastructural components and core algorithms such as database access and timing analysis speed up optimization at all phases of design. Patented, lossless compact modeling and independent R and C extraction allow handling more modes and corners (MCMM scenarios) with minimal runtime impact.IC Compiler II has built-in Reference Methodology(RM) that ensures fast flow bring up. This RM Flow is Foundry Process/Design Type specific to ensure a robust starting point and seamless bring up. IC Compiler II has direct access to the Golden PrimeTime delay calculation engine to minimize ECO iterations.IC Compiler II’s new data model enables designers to perform fast exploration and floorplanning with complex layout requirements. IC Compiler II can create bus structures, handle designs with n-levels of physical hierarchy, and support Multiply Instantiated Blocks (MIBs) in addition to global route driven pin assignment/feedthrough flow, timing driven macro placement, MV area design planning.A design data mismatch inferencing engine analyzes the quality of inputs and drives construct creation on the fly, delivering design insights even with “incomplete” data early in the design cycle. Concurrent traversal of logical and physical data models enables hierarchical Data-Flow Analysis (DFA) and fast interactive analysis through multi-level design hierarchies and MIBs. Data flow and feedthrough paths highlighted in Figure 2 allow analysis and manipulation through n-levels of hierarchy to complete early design exploration and prototyping.Figure 2: Fast interactive analysis through multiple-levels of physical hierarchy and MIBPipeline-register-planning shown in Figure 3, provides guidance for optimal placement to meet the stringent timing requirementsof high-performance designs. Interactive route editor integrated which is advanced node aware shown in Figure 4, allows intricate editing and routing functions, including the creation of special signal routes, buses, etc.Figure 3: Pipeline register placement enables superior QoR for designs with complex busesAchieving Best Performance, Power, Area, and TATIC Compiler II features a new optimization framework built on global analytics. This Unified TNS Driven Optimization framework is shared with Design Compiler NXT synthesis to enable physically-aware synthesis, layer assignment, and route-based optimization for improved PPA and TAT. Multi-Corner Multi-Mode (MCMM) and Multi-Voltage (MV) aware, level-based analytical algorithms continuously optimize using parallel heuristic algorithms. Multi-factor costing functions deliver faster results on both broad and targeted design goals. Concurrent PPA driven logic remapping, rewiring, and legalization interleaved with placement minimizes congested logic, resulting in simple localized logic cones that maximize routability and QoR.IC Compiler II minimizes leakage with fast and efficient cell-by-cell power selection across HVT, SVT and LVT cells and varying channel lengths. Activity-driven power optimization uses VCD/ SAIF, net toggle rates, or probability functions to drive placement decisions and minimize pin capacitances. Multi-bit register banking optimizes clock tree structures, reduces area, and net length, while automatically managing clock, data, and scan chain connections.Advanced modeling of congestion across all layers highlighted in Figure 4 provides accurate feedback throughput the flow from design planning to post- route optimization.Figure 4: Intelligent and accurate analysis for congestion and powerIC Compiler II introduces a new Concurrent Clock and Data (CCD) analysis and optimization engine that is built-in to every flow step resulting in meeting both aggressive performance and minimizing total power footprint. ARC-based CCD optimization performs clock tree traversal across all modes/corners in path-based fashion to ensure optimal delay budgeting.Robust support for clock distribution enables virtually any clock style, including mesh, multi-source, or H-tree topologies. Advanced analysis and debugging features perform accurate clock QoR analysis and debugging as highlighted in Figure 5.Figure 5: Accurate clock QoR analysis and debugging (a & b) Abstracted clock graph and schematic.(c) Latency clock graph. (d) Colored clock tree in layout.IC Compiler II features many innovative technologies that make it the ideal choice for high-performance, energy-efficient Arm®processor core implementation, resulting in industry-best milliwatts/megahertz (mW/MHz) for mobile and other applications across the board. Synopsys and Arm work closely together to offer optimized implementation of popular Arm cores for IC Compiler II,with reference flows available for Arm Cortex®-A high-performance processors and Mali GPUs. In addition, Arm offers off-the-shelf Artisan® standard cell and memory models that have been optimally tuned and tested for fast deployment in an IC Compiler II environment. Continuous technology innovation and close collaboration makes IC Compiler II the leading choice for Arm-based high- performance design.Highest Level of Advanced Node Certification and SupportIC Compiler II provides advanced node design enablement across major foundries and technology nodes—including 16/14nm,12/10nm, 7/5nm, and sub-5nm geometries. Zroute digital router technology ensures early and full compliance with the latest design rules required for these advanced node technologies. Synopsys collaborates closely with all the leading foundries to ensure that IC Compiler II is the first to deliver support for early prototype design rules and support for the final production design rules. IC Compiler II design technologies maximize the benefits of new process technologies and offer optimal return on investment for cutting-edge silicon applications.IC Compiler II advanced node design support includes multi-pattern/FinFET aware placement and routing, Next-generation advanced 2D placement and legalization, routing layer driven optimization, auto NDR, and via pillar optimization. IC Validator in the loop provides signoff DRC feedback during Implementation.Foundry fill Track based fillFigure 6: IC Validator In-Design metal fill color aware metal fill, optimized for density and foundry requirementsMachine learning driven congestion prediction and DRC closure allow for fastest routing convergence with best PPA. Multiple sets of training data are used to extract key predictive elements that guide the pre-route flow.Advanced Fusion TechnologyThe Fusion Design Platform™ delivers unprecedented full-flow QoR and time-to-results (TTR) to accelerate the next wave of semiconductor industry innovation. The industry’s first AI-enhanced, cloud-ready Design Platform with Fusion Technology™ isbuilt from Synopsys’ market-leading, massively-parallel digital design tools, and augmented with innovative capabilities to tacklethe escalating challenges in cloud computing, automotive, mobile, and IoT market segments and accelerate the next wave of industry innovation.Fusion Technology redefines conventional EDA tool boundaries across synthesis, place-and-route, and signoff, sharing integrated engines across the industry’s premier digital design products. It enables designers to accelerate the delivery of their next-generation designs with the industry-best QoR and the TTR.©2019 Synopsys, Inc. All rights reserved. Synopsys is a trademark of Synopsys, Inc. in the United States and other countries. A list of Synopsys trademarks isavailable at /copyright.html . All other names mentioned herein are trademarks or registered trademarks of their respective owners.。

人工智能–多层感知器基础知识解读

人工智能–多层感知器基础知识解读

人工智能–多层感知器基础知识解读今天我们重点探讨一下多层感知器MLP。

感知器(Perceptron)是ANN人工神经网络的一个概念,由Frank Rosenblatt于1950s第一次引入。

单层感知器(Single Layer Perceptron)是最简单的ANN人工神经网络。

它包含输入层和输出层,而输入层和输出层是直接相连的。

单层感知器仅能处理线性问题,不能处理非线性问题。

今天想要跟大家探讨的是MLP多层感知器。

MLP多层感知器是一种前向结构的ANN人工神经网络,多层感知器(MLP)能够处理非线性可分离的问题。

MLP概念:MLP多层感知器(MulTI-layerPerceptron)是一种前向结构的人工神经网络ANN,映射一组输入向量到一组输出向量。

MLP可以被看做是一个有向图,由多个节点层组成,每一层全连接到下一层。

除了输入节点,每个节点都是一个带有非线性激活函数的神经元。

使用BP反向传播算法的监督学习方法来训练MLP。

MLP是感知器的推广,克服了感知器不能对线性不可分数据进行识别的弱点。

相对于单层感知器,MLP多层感知器输出端从一个变到了多个;输入端和输出端之间也不光只有一层,现在又两层:输出层和隐藏层。

基于反向传播学习的是典型的前馈网络,其信息处理方向从输入层到各隐层再到输出层,逐层进行。

隐层实现对输入空间的非线性映射,输出层实现线性分类,非线性映射方式和线性判别函数可以同时学习。

MLP激活函数MLP可使用任何形式的激活函数,譬如阶梯函数或逻辑乙形函数(logisTIc sigmoid funcTIon),但为了使用反向传播算法进行有效学习,激活函数必须限制为可微函数。

由于具有良好可微性,很多乙形函数,尤其是双曲正切函数(Hyperbolictangent)及逻辑乙形函数,被采用为激活函数。

我的室内设计 英语作文

我的室内设计 英语作文

Title:Unleashing Creativity:Exploring the World of Interior DesignIntroduction:In this essay,I will delve into the captivating world of interior design and share my experience in creating functional,aesthetically pleasing,and personalized spaces.From conceptualization to execution,interior design allows me to unleash my creativity and transform ordinary spaces into extraordinary havens.Body:Understanding Client Needs:Interior design begins with understanding the needs and preferences of the client.I communicate closely with clients to grasp their vision, lifestyle,and functional requirements.This understanding forms the foundation for creating spaces that cater to their unique needs and reflect their personality and style.Space Planning and Layout:Effective space planning is key to optimizing the functionality and flow of a space.I analyze the layout,dimensions,and purpose of each room, considering factors such as traffic flow,natural light,and the desired ambiance.By strategically arranging furniture,fixtures,and architectural elements,I create harmonious and well-utilized spaces.Color and Material Selection:Color and material selection play a crucial role in setting the mood and ambiance of a space.I carefully choose colors that complement eachother and align with the desired style and atmosphere.Additionally,I select materials,such as flooring,wall finishes,and textiles,that enhance the overall design aesthetic and provide durability and visual interest.Furniture and Accessories:Selecting the right furniture and accessories is essential in creating a cohesive and inviting interior.I consider the scale,style,and functionality of each piece,ensuring they align with the overall design concept.Accessories,such as artwork,lighting fixtures,rugs,and decorative accents,add personality and create focal points within the space.Lighting Design:Lighting design is a critical aspect of interior design.I carefully plan the placement of natural and artificial lighting sources to create a balance of illumination and ambiance.Proper lighting enhances the functionality of the space,highlights architectural features,and sets the desired mood for each room.Attention to Detail:Attention to detail is paramount in interior design.I pay close attention to the finishing touches,such as trim work,hardware selection,and styling,to create a polished and cohesive look.Every element,from window treatments to the arrangement of accessories,is thoughtfully considered to ensure a harmonious and visually appealing space.Conclusion:Interior design is a dynamic and creative process that allows me to transform ordinary spaces into extraordinary havens.From understanding client needs to space planning,color and material selection to furniture and accessory choices,interior design involves careful consideration of each element to create functional,aesthetically pleasing,and personalized spaces.Through my designs,I aim to create environments that inspire,nurture,and reflect the unique personality and style of the inhabitants.The world of interior design is a realm of endless possibilities,and I am excited to continue unleashing my creativity to create spaces that leave a lasting impression.。

建筑外文翻译

建筑外文翻译

河北科技师范学院本科毕业设计外文翻译多层住宅建筑给排水设计的几个问题院(系、部)名称:专业名称:学生姓名:学生学号:指导教师:年月日河北科技师范学院教务处制The multilevel residential housing is given and drains off water severalquestions designedSummary :This text give and drain off water on multilevel residential housing design supply water the exertion of the tubular product , Way of laying of pipeline, water gauge produce family set up, establishment and air conditioner condensation water of pot-type boiler discharge issue goes on the discussion , And put forward some concrete views.Keyword:Skyscraper, supply water the tubular product , the pipeline is laid, The water gauge, the solar water heaterThe skyscraper is simple with its auxiliary facility, the fabrication cost is low, the characteristic such as being convenient of estate management, Receive the welcomes of the real estate developer and vast resident of small and medium-sized cities very much. How project planning and design of inhabited region, scientific and technological industry of comfortable house, lead the request according to 2000, Improve the design level of the house, build out a comfortable living space for each household, It is each designers duty. As the heart of the house --The kitchen, bathroom, is that the function is complicated, hygiene, safe and comfortable degree are expected much, It is miscellaneous to build, the space expecting much in technology. So, the designer must consider synthetically with the idea and method of global design that the kitchen, bathroom give installation of the drainage pipeline and equipment,etc. . Give and drain off water on skyscraper design supply water exertion, to lay pipeline of tubular product, water gauge produce family set up, establishment and empty of pot-type boiler now Transfer condensation water discharge issue discuss together with colleagues.(1)supply water tubular product select problem for use Traditional watersupply tubular product adopt zinc-plated steel tube generally, because zinc-plated steel tube exchange the corrosion, Use short-lived , use for and send domestic water can satisfied with water quality sanitary standard shortcoming, Ministry of Construction is popularizing the application of the feed pipe of plastics energetically . A lot of districts and cities have already expressed regulations: Forbid designing and using the zinc-plated steel tube , use widely the feed pipe of plastics. The plastics supply water In charge of compared with metal pipeline, light, it is fine to able to bear the intensity of keeping, Send obstruction little liquid , able to bear chemistry better to corrode performance, it is convenient to install, The steel energy-conservation of the province, merit of having long performance life etc.. Supply water and use plastics pipeline: Hard polyvinyl chloride( PVC-U), high density polyethylene( HDPE), pay and unitepolyethylene( PEX) , modify the polypropylene( PP-R, PP-C), gather butene( PB), aluminium mould and compound and in charge of and the steel is moulded and compound and is managed etc.. Choice of tubular product economic comparative course of technology, technology should from pressure, temperature, environment for use, install method,etc. go on and consider, Combine owners at the same time request and the house of grade,carry on and fix after being consider synthetically technology not economic. The above plastics supply water tubular product can supply water tubular product as house life. The economic and functional house conciliating Strand room in the face of the masses of with low- and medium-level incomes resident, can select for use hygiene grades of hard polyvinyl chloride in charge of as feed pipe mainly, In order to reduce the fabrication cost; Medium-to-high grade commodity apartment available aluminium Mould and compound and in charge of or other plastics supply water the tubular product as the feed pipe. House mix hot water temperature that water order exceed 600 C, so above-mentioned tubular product in charge of except hard polyvinyl chloride and aluminium plastics compound and in charge of( PE-AL-PE), Mostly the tubular product can be regarded as the hot water pipeline of the house.( 2) pipeline lay problem 1. give and drain off water it set up there arent one that in charge of1)Will install it in the corner place of the kitchen, bathroom tomorrow. Adopting this kind of way of laying more in the design of house in the past, it is convenient for it to construct, But will reveal the pipeline and hinder the room beautifully tomorrow Watch, the households will mostly be hidden with the light quality material in the equipment two times.2)Will install it in the overcast angle place of the outer wall of the building tomorrow. Way this suitable for southern weather warm district only, the minimum temperature in winter cant be lower than zero degrees Centigrade, In case water pipe water-logging freeze ice is bloated to split pipeline, influence household use. Pipeline lay in outer wall, influence building to be beautiful, too inconvenient on manage and maintain in the future.3)Lay it in the pipeline well. This way makes the room clean and beautiful , but the pipeline well has taken up the area of the bathroom, And pipeline construct, maintain relatively more difficult. Bathroom set up concentrate pipeline well, concentrate pipeline on assign in the well feed pipe, drain pipe, This is that the civilized importance lives in the kitchen of comfortable house, bathroom Embodiment. I think : Should consider the establishment of the pipeline well of the bathroom in the medium-to-high grade building conceptual design of commodity apartment, Improve quality of using of bathroom promptly so , can solve hardpolyvinyl chloride drain pipe rivers noise heavy problem, Improve the environmental quality level of the room; Whether for bathroom in the areas for little economic and functional house and Overcome difficulties room, warm area give and drain off water and set up and in charge of and can consider and lay in the outer wall in the South, In order to increase using the space of the bathroom; Pipeline install and in the room, should influence kitchen, bathroom every sanitary equipment use of function tomorrow2. supply water and prop up there arent tube House supply water prop up and in charge of pipe diameter one ≤ 32mm, de of battle,, little plastics feed pipe of pipe diameter is the crooked state, So the house supplies water and is propped up and in charge of being recommended and adopted and set up secretly. Supply water to prop up to manage darkly There are thes way had:1)Set up in the brick wall secretly. Wall turn on and in charge of trough in brick when constructing, in charge of trough width tube +20 mm, de of external diameter,, degree of depth tube external diameter de, The pipeline is imbedded and managed directly Trough, and with in charge of card fix in trough of inning charge of son.2)Whether pipe diameter supply water and prop up and last de ≤ 20mm,can set up at floor secretly piece make level by layer. Turn on and in charge of trough in floor( ground) the board when constructing, it wides trough have to be de +10 mm deeply 1/2 of the de, Half pipeline imbed and in charge of trough, and with in charge of card fix in trough of inning charge of tube. Aluminium mould compound and in charge of and pay and unite polypropylene in charge of pipeline adopt metal pipe fittings connection, Must strengthen and in charge of trough size when adopting and set up secretly, and rivers some flood peak loss relatively heavy. Assign the relative house that concentrated to the kitchen, bathroom interior hygiene utensil, Can adopt and divide Water device go on and join , divide water device whether one more than branch in charge of and connect, every hygiene utensil supply water and prop up and in charge of and connects and publishes from the water dividing device separately. Can already prevent the tube burying the pipeline secretly from being connected like this Permeate the question. Can reduce some flood peak lost, decrease the fabrication cost of pipe networks3)Drain off water and prop up the tube to lay House room drain off water and in charge of and should set up at the time of inning this each, drain off water and in charge of permeating sideways like this canning prevent the sewage from waiting for the pollutant to enter the neighbor family sideways, Will not influence the neighbor either when the pipeline is maintained Normal life of one. Kitchen wash water drainage of basin propped up and in charge of generallying inserts draining off water to stand to manage this layer of floor sideways; Floordrain drain off water propped up and in charge of laying the room of lower floor. A lot of colleagues think now: Whether kitchen the ground it lay ceramic tile of,whose name is clean in when need develop with water,not strong in meaning to set up floor drain, So kitchen set up ground floor drain, avoid and drain off water and prop up and in charge of and enter neighbor family sideways already so, Can increase using the space of the kitchen . Bathroom drain off water and prop up and in charge of and lay concrete measure have in this layer sideways inside:1)Improve the bathroom ground . Ground tendency high 150mm, adopt back row type take stool pot, washing basin, bath tub, water drainage of floor drain in charge of and bury in cushion layer secretly sideways.2)Adopt the sinking type bathroom. Bathroom sink 350mm the floor, hygiene utensil drain off water and in charge of and bury on sinking space secretly sidewaysTwo method these can realize water drainage of bathroom prop up and in charge of earths surface to bury underground this one without entering the neighbor family sideways. Bury pipeline when installing, construction quality must check on strictly, can construct bathroom ground after confirming qualified secretly, So as not to leave the hidden danger in giving in the future using. Bathroom ground construct and can pack coal ash light quality material , also can adopt and lay bricks impracticable to lay plate making construct ground, Ground must make waterproof to deal with, method can waterproof to deal with according to roofing, make two oil one rubber and plastic ointment waterproof cloth.3) water gauge the open air set up problem The water gauge is had indoors, not only the work load of checking meter is very heavy , but also make the security and privacy of the house reduce greatly . So house divide into households of water gauge or divide households of figure of water gauge Show that should be set up in the open air. Skyscraper water gauge the open air set up following several kinds of forms: Whether 1.adopt far it pass by water gauge Change the ordinary water gauge into and pass the water gauge far, is joined the water gauge and data gathering machine by a signal line, And then reach intelligence to manage( the computer). Its merit lies in saving a large amount of people Strength comes to check meter, the data are accurate, the shortcoming is that the fabrication cost is high. Whether 2.adopt magnetic stripe card of by water gauge Users buy the electronic card of the running water Company in advance , then insert it in the storing device of the water gauge, Card amount of money deduct automatically on the water, this way user need to prepay the water rate, The price of the water gauge is relatively high.3. adopt it set up at the open air water gauge not ordinary1)The water gauge is set up in the stair have a rest in the alcove of the platform. Household watersupply to prop up and manage and enter the kitchen, bathroom after the water gauge is measured. Way this realize water gauge produce room set up, equivalence low project have , supply water and set up and in charge of and set up with water gauge office results in aesthetic problems in stair. It suitable for the South warm district kitchen, bathroom assign close to the houses of positions of staircase.2)The water gauge concentrates on being set up among the water gauges( meter box). Person who give when supplying water, set up water gauge in ground floor( meter box) on falling, every household watersupply to prop up and is in charge of applying having in the pipeline well, Southern area can overcast horn place lay along the outer wall in building too; Person who give when supplying water, can set up water gauge in roof( meter box) under upgoing. This way increases and supplies water to prop up In charge of and lay length, pipeline lay and influence building to be beautiful along outer wall. Water gauge produce way choice that family assign, must combine house kitchen, bathroom plane assign characteristic and concrete request of developer, Carry on to several feasibility scheme the above economic technology fix after comparing. Property well-managed medium-to-high grade commodity apartment of housing district, can adopt and pass the water gauge far , It is that the water gauge will use the developing direction in the future; Estate management perfect medium- to-high grade commodity apartment of housing district, can adopt magnetic stripe card water gauge( Company have this kind district of business can design in running water) Or concentrate on setting up it among the water gauges( case); Southern area unit type house can set up rest platform office in stair with ordinary water gauge, In order to reduce the fabrication cost.4) establishment question of the pot-type boiler Should reserve and install hot water supply terms of facility, set up hot water supply facilities with when the design of house. Have and concentrate house that hot water supply on , should consider house assign with installation position and cold hot water pipeline of hot water device. The pot-type boiler generally has three kinds, such as gas, electricity, solar energy,etc.. Whether last kitchen gas heater and electric heater or Bathroom inside, give when draining off water design shoulding reserve installation position and cold hot water interface of pipeline of water heater in advance in building, Install by oneself when convenient users fit up. Solar energy and hot water It is simple and convenient and safe for device to use, need fuel and electric power is low to run theexpenses, Have long performance life, pollution-free, received by the masses of users favourably very much, Many houses have been small in recent years The district all install the solar water heater at the time of designing and construct. Solar water heater install and at the roof, need to set up the cold hot water pipeline among bathroom and water heater of the roofing like this generally, Consider installation of solar water heater when the design of house, household can only lay cold and hot pipeline along the building outer wall when installing in the future, Increase household degree of difficulty when installing like this , increase pipeline make the investment, influence building beautiful. Give when draining off water the design needing to solicit the developers suggestion first in building, Interconnected system one design, construct the solar water heater in unison; Reserve solar water heater and cold hot water installation position of pipeline in advance only. The cold hot water pipeline of the solar water heater can be laid In the pipeline well; Set up pipeline house of well , can set up one UPVC drain pipe of de110 as solar water heater hot water sleeve pipe of pipeline close to corner of person who take a shower in bathroom, Set up a de110 *75 three direct links in each hygiene interval ground, as connecting the entry of cold and hot water pipe5) air conditioner condensation ink discharge the issue In recent years, air conditioner enter huge numbers of families gradually, condensation water amorphous to discharge the building outer wall of pollution air conditioner have, Have influenced a beautiful important problem of biotope already. Building give when draining off water design shoulding consider air conditioner condensation ink discharge in a organized way. Concrete method can machine set up the water drain pipe of the condensation by the position outside reserving air conditioner, Drain off water and set up and in charge of and select PVC-U drain pipe de40 for use , reserve three direct links of draining off water highly in each air conditioner, It is convenient for air conditioner to drain off water hose insert directly.译文来源:美国PE杂志建筑给排水工程师2010年第10期多层住宅建筑给排水设计的几个问题摘要:本文就多层住宅建筑给排水设计中给水管材的选用,管道的敷设方式,水表出户设置,家用热水器的设置及空调冷凝水排放等问题进行探讨,并提出一些具体看法。

floorplanning

floorplanning

第七章平面规划(floorplanning)7.1 简介在上一章,我们从完全抽象的组件中,建构出结构。

这一章要检视芯片的更细部。

我们将假设区块图是固定的,现在我们将学习芯片层次的布局与电路设计。

和设计单一NAND闸的布局比较起来,设计问题的大小需要我们发展不同的方法。

但基本的目标在于----面积、延迟、和功率----则是相同的。

7.2 平面规划方法平面规划是芯片层次的布局设计。

当设计一个叶端电路单元时,我们使用晶体管和取道来当作基本的组件;平面规划则是使用加法器、缓存器、和FSM来当作建构区块。

平面规划与叶端电路单元间的不同处在于平面规划所使用的组件,比起连接这些组件的导线大的多。

这个大尺寸不匹配强制我们不同地分析布局,并在设计期间做不同的取舍。

许多芯片由不同形状与尺寸的电路单元所组成,如图7-1所示。

在平面规划期间,我们叫这些布局电路单元为「区块」(block),因为我们把它们当作建构区块来建构出平面规划。

在「砖泥」(bricks-and-mortar)风格的布局中,电路单元可能有着完全不同的尺寸与形状。

布局程序必须指明将这些组件安置在芯片上的位置与方向,在组件间保留充足的空间作为必要导线之用。

我们将会看到,更复杂的导线区域的交通图案,使得在砖泥布局中的绕线,比在标准电路单元(standard cell)布局中,还要难的多。

(有些人使用标准电路单元来指任何的布局,包括使用已经设计好的组件的砖泥布局。

因为标准电路单元被广泛使用之故,所以你要确定你了解文中使用的意义。

)下一个例子呈现了一个大型芯片的平面规划。

图7-1:使用不同风格建构的典型布局。

-------------------------------------------------------------------------------------------------例7-1:IBM Power 2 Super Chip的平面规划Power 2 Super Chip (P2SC)是一个大型的微处理器。

Komatsu 小型凿垫机说明书

Komatsu 小型凿垫机说明书

Cat ® Cold Planers are designed for small paving jobs in residential and commercial applications, and are primarily used to economically restore asphalt and concrete surfaces. They are ideal for milling imperfections prior to resurfacing, removing deteriorated pavement, removing traffic lane stripes and jobs where the use of dedicated planers is limited.Features:Self-leveling designSelf-leveling design automatically levels itself when placed on the ground for consistent depth control without operator adjustments and excellent spoil retention.Two wear resistant skid platesTwo wear resistant skid plates remain parallel to the ground for optimum stability.Hydraulic side-shiftHydraulic side-shift permits close planing to curbs, walls and other obstructions.Independent left/right depth controlIndependent left/right depth control allows maximum drum depths to be adjusted independently on each skid. The gauges are easily viewable from the cab. Independent depth control is mechanical on the PC104B and PC205B models; hydraulic independent depth control is standard on the PC305B-PC412B models.Max Pro Pressure GaugeMax Pro Pressure Gauge provides operator feedback to adjust speed for maximum productivity in changing material loads. Gauge displays planer performance in real-time conditions and is visible from the cab. Standard on XHP models.Float, spring tilt and hydraulic tiltFloat enables planers to follow the contour of the surface. Float is activated by a knob and is only available on high flow and XHP planers. Spring tilt and hydraulic tilt enable planers to oscillate for angled cuts. Tilt is hydraulically controlled on high flow models and spring controlled on standard flow planers.Direct drive systemDirect drive system on the standard flow models features a variable speed, uni-directional, gerotor style hydraulic motor. Direct drive system on high flow and XHP models features a hydraulic radial piston motor to ensure maximum cutting rate and drum torque for optimal production performance and efficiency.Optional concrete bits, extreme life bits and water sprinkler kitsOptional concrete bits, extreme life bits and water sprinkler kits are available for all models.Cat XT™ and medium pressure hose,couplings and O-ring face sealsCat XT and medium pressure hose, couplings and O-ring face seals provide superior, leak-free performance andreliability. All hoses are wrapped with nylon woven cordura sleeving for added operator protection. Hydraulic quick disconnects enable fast tool changes.Quick couplerRugged, opposing edge design holds the work tool securely and allows the operator to quickly change fromone high performance Cat Work Tool to another.Cat®B Series Cold PlanersS KID S TEER L OADERS M ULTI T ERRAIN L OADERS C OMPACT T RACK L OADERS C OMPACT W HEEL L OADERS2 B Series Cold Planers for SSL/MTL/CTL/CWLCat ®B Series Cold PlanersMax-pro gauge provides operatorfeedback to maximize productivity and replace conical bitsFloat feature allows planer to Multiple bits available:• All Purpose – Standard • Concrete• Heavy Duty Concrete • Heavy Duty Asphaltskid shoesAvailable water-Low-profile design improves SSL quickchangesSelf-pivoting planer adjusts to be flat on ground regardlessof coupler orientationtorque straight to the groundCat® B Series Cold Planers SpecificationsADBCB Series Cold Planers for SSL/MTL/CTL/CWL 3Cat ®B Series Cold PlanersAEHQ6789-03 (03-16)Replaces AEHQ6789-02For more complete information on Cat products, dealer services, and industry solutions, visit us on the web at © 2016 Caterpillar All rights reservedMaterials and specifications are subject to change without notice. Featured machines in photos may include additional equipment. See your Cat dealer for available options.CAT, CATERPILLAR, , their respective logos, “Caterpillar Yellow” and the “Power Edge” trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission.SpecificationsBACDPC310B PC310B XDPC408BPC412BA Overall width mm (in)1858(73)1858(73)1858(73)1858(73)B Maximum drum width mm (in)1000(39)1000(39)750(30)1200(47)C Lengthmm (in)1140(45)1500(59)1270(50)1140(45)D Overall heightmm(in)965(38)1175(46)1100(43)965(38)Weightkg (lb)1050(2,310)1760(3,880)1050(2,315)1170(2,580)Optimum hydraulic flow L/min (gpm)125(33)125(33)150(40)150(40)Optimum hydraulic pressure bar (psi)280280280280(4,000)(4,000)(4,000)(4,000)Drum torque/max. pressure N·m (lb·ft)3350(2,470)4985(3,675)3724(2,746)4108(3,030)Drum speed @ max. flow rpm 166111143161Conical bits78/1000 mm (40 in) drum 66/1000 mm (40 in) drum 60/750 mm (30 in) drum 90/1200 mm (47 in) drum Standard bit typeAll purposeAll purpose All purpose All purpose Maximum depth of cutmm (in)130(5)220(9)170(7)130(5)Optional drum widths/depthsmm (in)————80/200(3/8)——152/200(6/8)203/200(8/8)305/200(12/8)350/200(14/8)400/200(16/8)450/200(18/8)610/178(24/7)Tilt angle range±6.5°±5.5°±6.5°±6.5°Side-shift travelmm (in)650(26)650(26)650(26)550(22)。

解决多层级优化问题的方法

解决多层级优化问题的方法

解决多层级优化问题的方法Optimizing multi-level problems can be a challenging task that requires strategic thinking and creative solutions. One approach to addressing these complex issues is to break them down into smaller, more manageable components. By systematically analyzing each level of the problem, it becomes possible to identify key areas for improvement and develop targeted strategies for optimization. This method allows for a more focused and structured approach to tackling complex problems, ultimately leading to more effective and sustainable solutions.解决多层次优化问题可能是一项具有挑战性的任务,需要战略思维和创造性解决方案。

应对这些复杂问题的一种方法是将它们拆分为更小、更易管理的组成部分。

通过系统分析问题的每个层次,我们可以确定关键改进领域并制定有针对性的优化策略。

这种方法可以实现更加专注和有条理的方法来应对复杂问题,最终导致更加有效和可持续的解决方案。

In order to effectively optimize multi-level problems, it is important to consider the interconnected nature of the various components. Each level of the problem may impact and be impacted by otherlevels, creating a complex web of relationships that must be carefully navigated. By understanding these interdependencies and interactions, it becomes possible to develop holistic solutions that address the problem from a comprehensive perspective. This holistic approach allows for a more thorough and nuanced understanding of the problem, enabling more effective and sustainable optimization strategies.为了有效地优化多层次问题,重要的是考虑各个组成部分之间的相互关系。

双层优化的求解方法

双层优化的求解方法

双层优化的求解方法As a student or researcher looking to solve a complex problem with a dual optimization approach, it's important to have a clear understanding of the concept itself. 双层优化方法是一种综合利用两个优化问题解决方案的技术,它能够更精准地找到问题的最优解。

By incorporating two levels of optimization, it allows for a more in-depth analysis of the problem at hand and can lead to more efficient solutions. 这种方法需要在不同层次上进行优化,以确保在解决问题的同时使得整体效果达到最优。

Dual optimization is especially useful when dealing with complex systems or problems that require a multi-faceted approach. 在处理复杂的系统或问题时,采用双层优化方法可以更好地从不同的角度进行分析和解决,提高问题的解决效率。

One of the key advantages of a dual optimization approach is that it allows for a more nuanced understanding of the problem. 双层优化方法能够深入挖掘问题的本质,找到解决问题的根本途径。

By breaking down the problem into two levels of optimization, it becomes easier to identify the key variables and constraints that need to be addressed. 通过将问题拆解为两个层次的优化,可以更好地识别需要解决的关键变量和约束条件。

MOST包(多阶段优化策略)说明说明书

MOST包(多阶段优化策略)说明说明书

Package‘MOST’October12,2022Type PackageTitle Multiphase Optimization StrategyVersion0.1.2Depends R(>=2.15.0)Encoding UTF-8Copyright2022by The Pennsylvania State UniversityDescription Provides functions similar to the'SAS'macros previously provided to accompany Collins,Dziak,and Li(2009)<DOI:10.1037/a0015826>and Dziak,Nahum-Shani,and Collins(2012)<DOI:10.1037/a0026972>,paperswhich outline practical benefits and challenges of factorialand fractional factorial experiments for scientists interestedin developing biological and/or behavioral interventions,especiallyin the context of the multiphase optimization strategy(see Collins,Kugler&Gwadz2016)<DOI:10.1007/s10461-015-1145-4>.The package currently contains three functions.First,RelativeCosts1()draws a graphof the relative cost of complete and reduced factorial designs versusother alternatives.Second,RandomAssignmentGenerator()returns a dataframewhich contains a list of random numbers that can be used to convenientlyassign participants to conditions in an experiment withmany conditions.Third,FactorialPowerPlan()estimates the power,detectable effectsize,or required sample size of a factorial or fractional factorialexperiment,for main effects or interactions,given several possible choicesof effect size metric,and allowing pretests and clustering.License GPL(>=2)NeedsCompilation noRoxygenNote7.2.0Author Linda Collins[aut],Liying Huang[aut],John Dziak[aut,cre]Maintainer John Dziak<*****************>Repository CRANDate/Publication2022-06-2322:20:08UTC1R topics documented:FactorialPowerPlan (2)RandomAssignmentGenerator (4)RelativeCosts1 (5)Index7 FactorialPowerPlan sample size,power and effect size calculations for a factorial or frac-tional factorial experimentDescriptionThere are three ways to use this function:1.Estimate power available from a given sample size and a given effect size.2.Estimate sample size needed for a given power and a given effect size.3.Estimate effect size detectable from a given power at a given sample size.That is,there are three main pieces of information:power,sample size,and effect size.The user provides two of them,and this function calculates the third.UsageFactorialPowerPlan(alpha=0.05,assignment="unclustered",change_score_icc=NULL,cluster_size=NULL,cluster_size_sd=NULL,d_main=NULL,effect_size_ratio=NULL,icc=NULL,model_order=1,nclusters=NULL,nfactors=1,ntotal=NULL,power=NULL,pre_post_corr=NULL,pretest="none",raw_coef=NULL,raw_main=NULL,sigma_y=NULL,std_coef=NULL)Argumentsalpha Two sided Type I error level for the test to be performed(default=0.05).assignment One of three options:(default=unclustered)1.“independent”or equivalently“unclustered”2.“within”or equivalently“within_clusters”3.“between”or equivalently“between_clusters”Clusters in this context are preexisting units within which responses may bedependent(e.g.,clinics or schools).A within-cluster experiment involves ran-domizing individual members,while a between-cluster experiment involves ran-domizing clusters as whole units(see Dziak,Nahum-Shani,and Collins,2012)<DOI:10.1037/a0026972>change_score_iccThe intraclass correlation of the change scores(posttest minus pretest).Relevantonly if assignment is between clusters and there is a pretest.cluster_size The mean number of members in each cluster.Relevant only if assignment isbetween clusters or within clusters.cluster_size_sdRelevant only if assignment is between clusters.The standard deviation of thenumber of members in each cluster(the default is0which means that the clustersare expected to be of equal size).d_main Effect size measure:standardized mean difference raw_main/sigma_y.effect_size_ratioEffect size measure:signal to noise ratio raw_coef^2/sigma_y^2.icc Relevant only if assignment is between clusters or within clusters.The intraclasscorrelation of the variable of interest in the absence of treatment.model_order The highest order term to be included in the regression model in the plannedanalysis(1=main effects,2=two-way interactions,3=three-way interactions,etc.);must be>=1and<=nfactors(default=1).nclusters The total number of clusters available(for between clusters or within clustersassignment).nfactors The number of factors(independent variables)in the planned experiment(default=1).ntotal The total sample size available(for unclustered assignment.For clustered as-signment,use“cluster_size”and“nclusters.”power If specified:The desired power of the test.If returned in the output list:Theexpected power of the test.pre_post_corr Relevant only if there is a pretest.The correlation between the pretest and theposttest.pretest One of three options:1.“no”or“none”for no pretest.2.“covariate”for pretest to be entered as a covariate in the model.3.“repeated”for pretest to be considered as a repeated measure.4RandomAssignmentGeneratorThe option“yes”is also allowed and is interpreted as“repeated.”The option“covariate”is not allowed if assignment is between clusters.This is becausepredicting power for covariate-adjusted cluster-level randomization is somewhatcomplicated,although it can be approximated in practice by using the formulafor the repeated-measures cluster-level randomization(see simulations in Dziak,Nahum-Shani,and Collins,2012).raw_coef Effect size measure:unstandardized effect-coded regression coefficient.raw_main Effect size measure:unstandardized mean difference.sigma_y The assumed standard deviation of the response variable after treatment,withineach treatment condition(i.e.,adjusting for treatment but not adjusting for post-test).This statement must be used if the effect size argument used is either“raw_main”or“raw_coef”.std_coef Effect size measure:standardized effect-coded regression coefficient raw_coef/sigma_y. ValueA list with power,sample size and effect size.ExamplesFactorialPowerPlan(assignment="independent",model_order=2,nfactors=5,ntotal=300,raw_main=3,sigma_y=10)FactorialPowerPlan(assignment="independent",model_order=2,nfactors=5,ntotal=300,pre_post_corr=.6,pretest="covariate",raw_main=3,sigma_y=10)RandomAssignmentGeneratorRandom Assignment Generator for a Factorial Experiment with ManyConditionsDescriptionThis function provides a list of random numbers that can be used to assign participants to conditions(cells)in an experiment with many conditions,such as a factorial experiment.The randomizationis restricted as follows:if the number of participants available is a multiple of the number of condi-tions,then cell sizes will be balanced;otherwise,they will be as near balanced as possible.UsageRandomAssignmentGenerator(N,C)ArgumentsN The total number of participants to be randomized.C The total number of conditions for the experiment you are planning.Note that for a complete factorial experiment having k factors,there will be2^k conditions.ValueA dataframe with1variable ranList with N observations,each observation of ranList provides arandom number for each participant.This will be a number from1to C.For example,if the4thnumber in the list is7,the4th subject is randomly assigned to experiment condition7.Randomnumbers will be generated so that the experiment is approximately balanced.Examplesresult<-RandomAssignmentGenerator(35,17)print(result)RelativeCosts1The relative cost of reduced factorial designsDescriptionDraw a graph of the relative cost of complete factorial,fractional factorial,and unbalanced reducedfactorial designs,as presented by Collins,Dziak and Li(2009;https:///pubmed/19719358).For purposes of illustration,a normally distributed response variable,dichotomous factors,and neg-ligible interactions are assumed in this function.UsageRelativeCosts1(number_of_factors,desired_fract_resolution=4,min_target_d_per_factor=0.2,condition_costlier_than_subject=1,max_graph_ratio=5)Argumentsnumber_of_factorsThe number of factors to be tested.desired_fract_resolutionThe desired resolution of the fractional factorial experiment to be compared.The default value is set to be4.min_target_d_per_factorThe minimum Cohen’s d(standardized difference,i.e.,response difference be-tween levels on a given factor,divided by response standard deviation)that isdesired to be detected with80The default value is set to be0.2.condition_costlier_than_subjectThe default value is set to be1.max_graph_ratioThe default value is set to be5.ExamplesRelativeCosts1(number_of_factors=9,desired_fract_resolution=4,min_target_d_per_factor=.2,condition_costlier_than_subject=1,max_graph_ratio=4)IndexFactorialPowerPlan,2 RandomAssignmentGenerator,4RelativeCosts1,57。

消防车道设计规范(Codefordesignoffirelane)

消防车道设计规范(Codefordesignoffirelane)

消防车道设计规范(Code for design of fire lane)消防车道设计规范(Code for design of fire lane)Tall (refers to the ten and ten layers above the house.) Buildingfire lane design requirements: low layer, multi-layer, high-rise residential residential area should be equipped with fire lanes, the turning radius should not be less than 6m. The surrounding high-rise residential should has a circular driveway, the turning radius shouldnot be less than 12m (in some places is 9 meters). Around 1 of high-rise buildings, should set up a fire ring road. When there are difficulties with ring lane, two long side along the high-rise building set fire road. When the high-rise buildings along the length of more than 150m or the total length of more than 220m, should be through the fire lane of high-rise building is arranged in a proper position. High-rise buildings should be equipped with pedestrian streets and communicated with the inner courtyard, a distance not more than 80m between channels. 2 high-rise building courtyard or patio, while the short side length of more than 24m, should be equipped with fire lane into the inner court or patio. 3 for the fire water natural water and fire water, should set the fire lane. 4 fire lane width should not be less than 4.00m. The firelane from the high-rise building external wall is larger than 5.00m, the fire lane over below 4.00m range should not be obstacles. At the end of the 5 type fire lane should be equipped with back lanes or enter the field, enter the field of not less than 15m * 15m. Large fire trucksenter the field should not be less than 18m * 18m. The fire lanepipeline and Angou, should be able to withstand the pressure of fire fighting vehicles. 6 through the fire lane of the high-rise building,its width and height clearance shall not be less than 4.00m. Between the 7 fire lane and high-rise buildings, should not hinder the operation of setting firetruck climbing trees, overhead lines etc.. 8 general fire truck length is greater than or equal to the height of 10m, near 4m, width of nearly 2.5m. Climbing surface fire fire climbing surface called fire climbing high-rise building surface, fire platform, a fire truck near the top of the main building, carry out fire truck climbing, and firefighters into the high-rise building, fire fighting, rescue trapped in the building facade. According to the national code for fire protection design of buildings, high-rise buildings must be set fire climbing surface, and not for other purposes. Set the fire climbing surface is required in order to ensure the operation of the fire take a car, the high-rise residential households timely rescue, therefore, fire climbing surface should be close to the residential function of the stairs, when there are difficulties, climbing surface should be close to each residential balcony or window. High-rise residential should set the climbing surface fire, and should meet the following criteria: 1 residential tower fire climbing facial should not be less than residential surrounding 1/4 length; a long edge length of climbing surface fire 2 unit, corridor style residential should not be less than3 of the housing; the fire climbing surface should be close toresidential or public stairs the balcony and window; 4 side fireclimbing surface of the podium, the building height should be no more than 5m, and the depth should not exceed 5 4m; the fire climbing surface should not be designed with tall trees shall not hinder climbing between 6 glass curtain wall climbing surface and building a large area. 7 inthe range of climbing surface should be a safe exit building. 8, high-rise residential should be on one side of the climbing surface, combined with the fire lane is not less than a fire climbing venues, each stand high fire area should not be less than 15mx8m.9, fire uprise venues shall comply with the following provisions:from fire uprise venues exterior walls of the house should not be less than 5m, the outer points to fire climb the edges of the horizontal distance should not be greater than 10m; no fire stand high ramp, the ramp slope should be less than 15%; the use of municipal roads as fire climbing venues, the green the tram network, overhead lines, dyeing and other facilities shall not affect the fire truck stop, operation. Thefire lane 10, high-rise residential, should avoid the fire stand high underground pipelines, ditch, pond, septic tank fireThe car load of underground facilities, layout, fire climbing venues fire lane in underground buildings when calculating the weight of thecar should consider the fire take a load of floor of underground buildings. For the ecological fire channel base design requirements: (1). The foundation soil shall be compacted layer by layer,Density should reach more than 85%: belong to the similar silt layer, should be filled blocks or even replacement of sand and compacted to dense density should meet the general requirements of concrete fire lane based bearing (Note: refer to the local fire vehicle traffic design standards). (2) 150mm thick sand layer. The specific practice is: 20%,20 35mm sand gravel diameter 70%, 10% soil mix, flat rolled to dense (or even local sand can be). The fire lane gravel layer and stable layer powder practices should be referred to the local fire lane design standard. (3). Set the 80mm thick stable layer (as working layer) approach is: Clay gravel, coarse sand, 10% 30% 60% and add organic fertilizer amount, stir evenly, spreading in the bearing layer is compacted on the compacted, can be used as thebase board grass. (4). If the base and a little organic fertilizer, artificial grass paving board, according to the size of the fire channel selection to products. (5). Complete the grass planting board after pavement should be in the groove in grass grid filling is slightlyhigher than that of grass planting soil 6mm. (6). In the upper soil planting turf grass planting board or sprinkled turf grass seed, to beon the surface layer of soil compaction of turf grass, waterconservation for grass survival after the vehicle can pass.==================================== fire channelrequirements of fire engines in length and width and height is a decisive factor affecting the fire lane capacity. General fire truck length is greater than or equal to the height of 10m, near 4m, width ofnearly 2.5m. "Building regulations" article 4.3.4 and article 6.0.2 of the "high regulation" provisions of the fire lane through building the height and width of not less than 4m, is in accordance with the various dimensions of fire vehicles for domestic use and determined. Considering the car speed is generally faster, through building width should ensure the safety factor, to facilitate the rapid transit vehicles, arrived at the scene, successfully put into battle. The fire lane should be comprehensive, the road load is too small, the road below pipe buried shallow ditches with light cover etc., can bear large fire truck traffic. In addition, as can be seen from the table, due to the large fire truck body length and minimum turning diameter is too large, therefore, enter the field set the fire lane for 12 * 12m was impassable, enter the field to set a larger area to meet the use requirements, it shall be determined according to the local actual equipped with large fire engines. 2, built-up area fire lane setting requirements of the built-up area especially in old urban areas often dueto historical reasons, poor traffic conditions, fire water supply shortage in the inflammable built-up areas is also mixed with small factories, warehouses, and residential cross. The old city area of small towns, but also often is a bustling business district, is regarded as "lots of gold", the residents shop sale, road occupied, temporary buildings, booth adjacent to a narrow channel, once the fire, easy to form huoshaolianying. The built-up area in general has the fire lane,the fire lane should be kept open, any units and individuals areforbidden to occupy the fire channel, take the house heap, shetan. The existing urban built-up areas with combustible overall urban planning, gradually change, conditions can be modified. The fire lane is generally not parked other vehicles, to dissuade residents not to build illegal buildings, piled up in goods. 3, factory, warehouse, yard, storage area and large public building fire lane set requirementsAccording to the fire squadron in the fire fighting practice reflect the larger area of the factory, warehouse, yard, tank fire, burning fast, fierce fire, fire fighting over a long period of time, if there is nofire ring lane and Esplanade, is bound to cause fire vehicles not only into, is bound to cause blockage, so that fire engines to near the fire, therefore, factories and warehouses should set the fire lane. A a, B and C plant covers an area of over 3000 square meters or a B C warehouse covers an area of over 1500 square meters,For the passage of fire engines and a width of not less than 6m ofthe Esplanade set along the two long side. Flammable and combustible materials open yard area, liquefied gas tank, a, B and C liquid storage tank zone should be set fire lanes orfor the passage of a fire truck and a width of not less than 6m ofthe esplanade. More than 3000 seat stadium, more than 2000 seats in the synagogues and covers an area of over 3000 square meters of exhibition hall and other large public buildings, because the construction of large volume, large area, and personnel intensive, in order to facilitate the occurrence of fire fighting and evacuation, are advised to set up a ringof fire lane. 4, high-rise building fire lane set requirements with the city the pace continues to accelerate, city land increasingly tense, promote the construction of high-rise building. Many high-rise buildings, the fire protection design of inconsiderate and other reasons, there are many inherent risks, fires have occurred, suffered heavy losses. Forfire fighting and rescue work to create convenient conditions, guarantee the safety of the building, should be set around the fire lane in high-rise buildings around. But regardless of the building size, will be required to ring the fire lane have difficulty, two long side buildings along the lane is set. In order to prevent the fire building collapse influence the normal operation of fire lane, Lane from the fire wall should be 5m. Between the fire lane and high-rise buildings, should not hinder the operation of setting fire truck climbing trees, overheadlines etc.. 5 practical problems, set the fire Lane 5? 1 to ask: "building regulations" and "high regulation" provisions along the length of more than the total length of 150m or the building of more than 220m, to be set up through the building of the fire lane. No building courtyard, surrounded by a ring of fire lane, the fire lane also need to set up through the building? Answer: to set the fire lane, or not conducive to fire fighting. 5? 2: a L type of high-rise buildings, building a total length of about 170m, along thestreet length of 120m, along the street (Road area) the length is50m, to set up the fire lane through the building? Answer: "building regulations" and "high regulation" the relevant provisions areconsidered to meet the requirements of fire fighting and evacuation under the premise of not to limit the length of the wings. The buildings along the street as long as more than 80m part of connected streets and walkways to the inner court, without setting up the fire lane. Other issues should pay attention to fire fire Lane 6, Lane planning planning, in addition to the relevant provisions in the "building regulations" and "high regulation", should also pay attention to the following problems: 1 fire lane should meet the disaster relief and evacuation requirements, its width should ensure that the roads on both sides of houses affected after the collapse of the fire truck can still pass through. 2 districts shall reasonably plan the construction and renovation of the fire lane. Fire channel width, spacing and turning radius are the symbols of the requirements, ensure the fire vehicle smoothly. There are 3 city through rivers, railways, bridges and other measures should be taken to add, ensure unblocked fire truck.4 fire channel is completed, any units or individuals, are not allowed to occupy or dig. Due to urban construction, must be temporary mining or occupation is approved, units must promptly notify the public security fire supervision mechanism. First, for the ecological fire channel base design requirements: (1). The soil should be tamped density should reach more than 85%: belong to the similar silt layer, should be filled blocks or even replacement of sand and compacted to dense density should meet the general requirements of concrete fire lane basedbearing (Note: according to the local fire vehicle traffic design standards). (2) 150mm thick sand layer. The specific practice is: 20%,20 35mm sand gravel diameter 70%, 10% soil mix, flat rolled to dense (or even local sand can be). The fire lane gravel layer and stable layer powder practices should be referred to the local fire lane design standard. (3). Set the 80mm thick stable layer (as working layer) approach is: Clay gravel, coarse sand, 10% 30% 60% and add organic fertilizer amount, stir evenly, spreading in the bearing layer is compacted,Compacted, can be used as the base board grass. (4). If the base and a little organic fertilizer, artificial grass paving board, according to the size of the fire channel selection to products. (5). Complete the grass planting board after pavement should be in the groove in grassgrid filling is slightly higher than that of grass planting soil 6mm. (6). In the upper soil planting turf grass planting board or sprinkled turf grass seed, to be on the surface layer of soil compaction of turf grass, water conservation for grass survival after the vehicle can pass.。

建筑相关英语词汇

建筑相关英语词汇

精心整理建筑专业部分相关英语词汇建筑类型类民用建筑civilarchitecture工业建筑industrialbuilding居住区residentialarea坡地住宅steppedhillsidehouse联排住宅terracedhouse错层式住宅split-levelhouse半独立式住宅semi-detachedhouse公寓进度表图纸平面图立面图横剖面纵剖面轴测图鸟瞰图bird’s-eyeview施工图workingdrawing总体规划图masterplan索引图key,keyplan现场质量管理sitesupervision工程质量管理projectsupervision验收finalapproval建筑指标类层高storyheight居住面积livingarea建筑占地面积coveredarea容积率plotratio覆盖率coverage绿地率ratioofgreenspace人口密度populationdensity 居住密度densityofsettlement 建筑元素类走廊corridor,passage挑廊overhangingcorridor檐廊eavescorridor回廊cloister凉廊过街楼门斗阁楼阳台雨篷自然层落地窗百叶窗起居室餐室厨房浴室淋浴备餐室洗衣间贮藏室地下室螺旋楼梯spiralstaircase建筑结构类梁beam,girder圈梁ringbeam简支梁suspendedbeam悬臂梁cantileverbeam固端梁fixed-endbeam连续梁continuousbeam拱arch板slab,plate简支板suspendedslab嵌固板fixed-edgeslab单向板one-wayslab双向板two-wayslab肋形板ribbedslab井字形梁板groinedslab壳shell柱column墙wall承重墙loadbearingwall桁架truss框架排架桩pile板桩结构基础地基木结构拱结构钢结构框架-扩展(扩大)基础spreadfoundation 刚性基础rigidfoundation独立基础singlefooting联合基础combinedfooting条形基础stripfoundation壳体基础shellfoundation箱形基础boxfoundation筏形基础raftfoundation桩基础pilefoundation沉箱基础caissonfoundation管柱基础cylinderpilefoundation,cylindercaissonfoundation 基床bed,bedding建筑构造类壁纸wallpaper墙面砖walltile地面砖floortile勒脚,柱础plinth踢脚skirting木踢脚timberskirting榫槽,地槽groove墙槽wallconduit墙基踢脚凹缝平缝伸缩缝沉降缝防震缝变形缝施工缝防潮层防水防湿防潮隔声外墙内墙隔墙女儿墙踏面踢面防滑条栏杆扶手handrail排水沟drainageditch护坡slopeprotection,revetment挡土墙retainingwall建筑材料类钢筋混凝土reinforcedconcrete现浇混凝土cast-in-situconcrete预制混凝土precastconcrete预应力混凝土prestressedconcrete加气混凝土aeratedconcrete碎石混凝土rubbleconcrete清水混凝土exposedconcrete 水泥cement石灰lime水泥砂浆cementmortar石灰砂浆limemortar石膏gypsum熟石膏plasterofParis砂sand砾石gravel砖brick木材瓦屋面毡钢筋涂料广场水景篮球场网球场停车场凉亭花架行车道人行道科林斯柱Corinthiancolumn 古典主义的classical新古典主义的neoclassical拜占庭Byzantine文艺复兴renaissance帕拉迪奥母题Palladianmotive 巴洛克baroque洛可可rococo哥特式gothic罗马风Romanesque新艺术运动artnouveau现代主义运动modernmovement 现代主义modernism后现代主义post-modernism解构主义deconstructionism邻里单位neighbourhoodunit田园城市gardencity。

smic13-ICC-flow-Allen

smic13-ICC-flow-Allen

The typical flow of the IC design and Physical implementation
The IC design Roadmap
SYNOPSYS flow tools Usage map
The Partition flow In Cadence tools
Netlist SDC UPF techfile .db
Data setup floorplanning
placement CTS
Routing
Change_names –rules verilog -hier Write_verilog
Set_write_stream_options Write_stream
Set_operating_conditions Set_tlu_plus_files Check_mv_design
The general flow of ICC floorplan
Netlist SDC UPF techfile .db
Data setup floorplanning
placement CTS
Data setup floorplanning
placement CTS
Routing Chip Finishing/Export
Set_si_options Set_route_mode_options Set_route_zrt_detail_options Source ${antenna_rule} Route_zrt_group -all_clock_nets
Extact_rc Route_opt –effort high –xtalk –
power Insert_zrt_redundant_vias

建筑面积计算法则(Calculationrulesoffloorarea)

建筑面积计算法则(Calculationrulesoffloorarea)

建筑面积计算法则(Calculation rules of floor area)Rules for calculation of floor spaceI. the scope of the building area is calculatedThe 1 storey building, no matter how its height were calculated according to a layer, the construction area is calculated according to the level of the outlying area above the plinth of buildings. In a single building, such as those with a number of floors, the floor area should be calculated.2, the level of the single span buildings, such as building area were calculated, when the high span side span, the construction area of the outer surface of the gable ends above the plinth according to the horizontal length multiplied by the walls above the plinth surface to the horizontal width of high span column outside line calculation; when the high span span, calculation the horizontal width of the construction area above the plinth gable ends by outer surface of the horizontal line in the outside of the column length.3, multi-storey buildings construction area is calculated according to the total construction area of each layer, the bottom wall at the building above the plinth peripheral horizontal area calculation, two layer and two layer above the wall by horizontal area calculation.4, basement, semi basement, underground workshops, warehouses, shops, underground headquarters of the building entrances and the corresponding area by the upper wall (not including light wells, moisture-proof layer and protective wall) area of theexternal level calculation.5, with deep foundation to make underground overhead layer to use, more than 2.2 meters high layer, according to the overhead layer of the horizontal area of half of the calculation of construction area.6, the use of suspending buildings on hillside to be used to do overhead layer and the height of over 2.2 meters, the construction area at the level of peripheral area of enclosure.7, through the corridor of the building, the hall inside the building, hall, no matter its height how, calculate the floor area by one floor. The corridor in the hall and the corridor in the hall are calculated according to the horizontal projection area.8. The library stacks calculate the floor area according to the bookshelf.9, elevator shaft, lift well, garbage Road, Guan Daojing, etc., are calculated according to the natural floor of the building floor area.10. The stage lighting control room calculates the floor area according to the horizontal area of the enclosure structure multiplied by the actual number of floors.11, the technical level within the building, storey height of more than 2.2 meters, should be calculated construction area.12, a column by column awning peripheral horizontal area of the construction area; independent column awning at half the level of the top of the projection area of the construction area.13, a pillar of the shed, shed, etc. according to the platform level projection area of the top half of the construction area.14, prominent roof of the retaining structure of staircases, water tanks, elevator room, according to the structure of the surrounding area of the horizontal floor area.15, prominent outside the wall of the gate bucket, according to the structure of the outer perimeter of the floor area of the calculation of construction area.16, closed balcony, pick porch, according to its horizontal projection area calculation of construction area. Concave balcony, pick balcony, according to its horizontal projection area of half of the construction area.17. There are top and column corridors and eaves corridors outside the building wall. The floor area is calculated according to the horizontal area of the outside column. The non column corridor and eaves corridor calculate the floor area according to the half of the projection area.18, the two buildings have roof overhead vestibule, the construction area according to the projected area of the corridor. Corridor no overhead cover by half of the projection area of the construction area.19, outdoor staircase as the main channel and for evacuation, according to each floor projection area calculation of construction area; building stairs and outdoor stairs according to its horizontal projection area of half of the calculation of construction area.20, the span of other buildings and structures of the elevated single storey building, according to its horizontal projection area to calculate the construction area, multilayer according to multilayer calculation.Two, do not calculate the scope of the building area1, prominent wall component parts and decorative arts, such as column, stack, and plinth steps, no column awning etc..2 、 outdoor ladder for maintenance, fire control, etc..3, storey less than 2.2 meters in the technical layer.4, structures such as independent chimneys, flues, oil tanks, water towers, oil storage (water) tanks, storage bins, round warehouses, underground air defense trunk, feeder and so on.5. Operation platform, feeding platform within building, and the platform of utilizing space of building to settle box and tank.6. Roof water tank with retaining structure. Stage and back stage curtain, scenery overpass, pick platform.7, single storey building within the separation of the operating room, control room, instrument room and other single room.8, height less than 2.2 meters deep underground overhead layer, slope foot building hanging overhead layer.Three, othersIn the calculation of building construction area, in case of the above circumstances, may refer to the spirit of the above rules.Annex: Code for residential building design of the Ministry of construction(BGJ96-98) excerptsArticle 2.5.2 the calculation of the use of the area within the set shall comply with the following provisions:One, comprising the use of the area including bedroom, living room, hall, corridor, kitchen and toilet, toilet, storage room, closet door in the area of equal sum.Two, the residential floor in the indoor staircase by the sum of the total number of natural floor area included in the use of space.Three. Chimneys, ventilation ducts and pipe wells not included in the structure area are included in the use area.Four, interior wall decoration thickness included in the use of space.Building area calculation methodMethod of calculation, building, areaReferring to the relevant rules and regulations of the state on the construction area.(1) the single-layer and multi-layer and above the building wall at the building above the plinth peripheral horizontal area calculation. "U(2) the basement, semi basement and so on, according to their outer walls (excluding lighting, wells, etc.) of the external horizontal area calculation(3) a column by column awning peripheral horizontal area calculation, independent column rain according to the level of cover half the projected area calculation(4) a pillar of the shed, goods shed and platform in column peripheral horizontal area calculationSingle row and column independent of the shed, shed, the platform is calculated according to the level of cover half the projected area.(5) there are top and column corridors outside the building wall,and the eaves corridor is calculated by the horizontal area of the outer line of the column, and the non column corridor and eaves corridor are calculated according to the half of the projection area. The building of two floors above the eaves corridor, corridor overhangs formed according to the above principle, not without a calculation.(6) through the channels of the building or between two buildings overhead corridor roof, with the level of projection area calculation.(7) corridor no overhead cover between two buildings is calculated by half of the projection area.(8) a portico with a column or a retaining structure shall be calculated according to the projection area of its column or enclosure structure; and the gate bucket projecting out of the wall shall be calculated according to the outer horizontal area of the enclosure structure.(9) the outdoor stairs are calculated according to their projection area.The following sections are not included in the floor space:(1) no top flower and other architectural pieces do not calculate.(2) buildings and structures, such as kiosks, independent chimneys, flues, oil tanks, water towers, oil storage (water) tanks, storage bins, round warehouses, etc. are not counted(3) the urban public passage is not calculated. (4) the arcade is not calculated.2, construction area calculation:According to the relevant national construction area calculation, planning and calculation(1) the floor area is not calculated for the equipment floor with height below 2.2m (including 2.2m). When the equipment layer doubles as the refuge layer, the height of the equipment can be appropriately relaxed and approved by the Fuzhou Municipal Bureau of urban planning.(2) according to the actual situation of Fuzhou, referring to the calculation rules of the relevant construction area of the state, the aerial floor with height below 2.5m (including 2.5m) can not calculate the floor area.(3) enclosed balcony, pick corridor, according to its horizontal projection area to calculate the construction area; concave balcony, pick balcony, according to its horizontal projection area of half of the calculation of construction area. 3, building volume rate calculation:(1) when calculating the volume ratio, the building area of the basement does not count; but the basement, as a shopping mall or other public place, should calculate the floor area and include the floor area ratio. The floor area of the roof shall not exceed the standard floor area, excluding the constructionarea of 1/8. The floor space used as open space shall not be neglected; the height of the semi basement above the outdoor ground shall not exceed 1m.(2) the height of the semi basement above the ground floor is more than 1m, and the floor area is calculated under the press type:A '=KAType: A '- converted construction areaK - the ratio of the height above the ground floor to the height of the semi basementA - basement floor area.(3) the floor area control index of commercial complex buildings is converted into composite according to the proportion of floor areas of different nature.F= (F1 x P1%) + (F2 * P2%)Type in: F - approved volume rate!F1, F2 -- building capacity rates of different natureP1, P2 -- the proportion of buildings of different natureAs a construction site is composed of different types of buildings, different types of building areas should bedelineated and their volume rates approved(4) the floor area control index of commercial and commercial complex buildings is converted into composite according to the proportion of floor areas of different nature. High-rise commercial building commercial housing construction area shall be accounted for at least 10% of the total construction area, less than 10% of the control index of the volume ratio and building density according to the provisions of the high-rise residential building; multi-storey residential building commercial housing accounted for at least two more (including two), only a bottom shop. The plot ratio and building density control index according to the provisions of the multilayer residential building implementation.4, the calculation of green area(1) including all levels of public green space center green, river, lake and other green ribbon, massive green space, while satisfying the width not less than 8m, an area of not less than 400 square meters.(2) the main difference between the central green space and the house (residential) green space is that more than 1/3 of the green space is outside the prescribed building spacing. Can be used as the central green space, or as a house next to the green space(3) the inbye (house) green area calculation from community: green house on boundary road, group road and residential road calculation to the side of the road, when a small road sidewalkwhen calculating to the sidewalk edge; residential area along the road, city road is calculated from the wall to the red line; the house of 1.5m. Other walls, walls to calculate corner.(4) the calculation of road green space area: the calculation of the green space within the planned red line shall be carried out.(5) courtyard group from community green area calculation: Green boundary on House Road, group road and residential road to 1m from the side of the road, when a small road sidewalk when to the sidewalk along the edge; residential road, city road is calculated from the housing wall to the road line; 1.5m.(6) the area of block and strip public green space calculation is the same as the courtyard type greenbelt, and the public green space along the residential district level road and the urban road is calculated to the red line.5, the calculation of construction land area:The construction land in Fuzhou City Planning Bureau officially designated land area shall prevail, city road, red river blue line, green line area shall not be included in the6. The condition and calculation of open space:(1) open space refers to the construction land, can all day long to provide for the social public square, green channel, and parking lot (Library) and other public use of indoor and outdoor space (including flat, sunken square and flat roof).Open space must meet the following conditions:A. stay along city roads and squaresNet width B. direction in the 5m above, the actual use of the area of not less than 100 square meters;C. is more than 1.5m to open the stairs or ramp connected with the ground or road, and elevation of land ground or road in - 5.0m within (including + 5.0m);D. provides indoor continuous open space with a maximum elevation difference of -5.0m to +12.0m, and opens the ground floor;E. to open the public green spaces, squares, seats and other facilities should be installed;F. building is completed, should set up corresponding sign and submit the relevant departments, the construction units approved by the administration or management act;G. is open all the year round without changing the nature of the use of H. indoor or outdoor open space should be barrier free design space;I. interior height of not less than 5m.(2) the formula for calculating the effective area of open space is as followsF=M * N5Formula: F -- the effective area of open space,M - the actual use of space open to the public in open spaceN - effective coefficientThe effective coefficient (N) is determined according to the following conditions:A. outdoor open space on the ground floor, and its elevation and road or ground floor elevation difference of less than 1.5m (including + 1.5m), N=1.0B. outdoor open space on the roof or for the sunken square, its elevation and the road or ground floor elevation difference, in +1.5m to +5.0m (including +5.0m) or -1.5m to -5.0m (including -5.0m), N=0.7.C. provides indoor open space, its elevation and outdoor ground floor elevation difference of less than + 5.0m, or provide indoor continuous open space, its elevation and outdoor land, ground elevation difference in -5.0m to +12.0m, N=1.0.7, building spacing calculationUnless otherwise specified, the construction spacing refers to the minimum vertical distance between the exterior walls of the two buildings.A sloping roof construction with a slope greater than 45 degrees, whose construction spacing refers to the minimum vertical distance from the vertical projection line of the ridge line on the ground to the exterior wall of the sheltered building.8. Building height calculationWhen the roof is slope, should be the building exterior design of ground to the eaves heightWhen the roof is flat (including flat roof parapet), should be the building exterior design of ground to the surface of the roof layer heightWhen the same building has a variety of roof forms, the building height should be calculated according to the above methods, and the maximum value is taken.Lookout tower, cooling tower, water tank roof, prominent local microwave antenna or facilities, elevator room, ventilation and smoke room and stair exit room, not included in the height of the building.9. Building height along the road(1) control of general building height along the road;H = 1.5 (W+S) (see Figure five)Medium: H - allow height for construction;W - for the width of the road;S - for building retreat.(2) height control of high-rise composite buildings along the road;A.A = L (W+S) (see Figure six)Style: A - the total area projected on the ground at a height of 1:1.5 (i.e., 56.3 degrees) on the floor of a high-rise composite building along the road;L - length of construction land along the road planning red line;W -- width of road planning red lineS - the retreating distance from the building along the road.B. in practical use, in order to simplify the drawing and calculation methods, we can also use the following evolved formula and the drawing method of figure seven to control the building height.A = 1.5L (W+S +)The "A" is the area projected on the ground by the 1:1 (i.e., 45 degrees of elevation) along the road. L, W, S with significance.(see Figure seven) the oblique section A is the projection area of the height angle of 1:1 (i.e., 45 degrees); the H1, H2 and H3 are the actual height of each part of the composite building.Sight analysis method 10, building height control according to the surrounding environment, the construction of cultural relics protection units, select the appropriate view to establish sight corridor of sight analysis, view distance is greater than or equal to 3H, due to current conditions difficult to control the height of the distance according to the 3H view, as the distance can be properly reduced, but not less than 2H。

英语作文描写一件重要的过去的事情

英语作文描写一件重要的过去的事情

英语作文描写一件重要的过去的事情全文共5篇示例,供读者参考篇1My Big Sister's Wedding DayOne day last summer was sooooo special and important! It was the day my big sister Emily got married. I'm going to tell you all about it because it was the most exciting and happiest day ever!It started out as a pretty normal summer morning. My mom woke me up early, which I didn't like at first. I wanted to sleep in since it was summer vacation! But then she reminded me that it was Emily's wedding day and I got so excited I jumped right out of bed. I put on the cute new dress my mom got me - it was pink and had sparkles on it. So pretty!After I got dressed, we all had a big breakfast together as a family. Emily was there too, along with my dad and little brother Tommy. Emily looked so beautiful already, even though she didn't have her wedding dress on yet. She had her hair all done up nicely and was wearing a pretty robe. We could tell she was a little nervous, but mostly just really happy and smiley.Once we finished eating, it was time to head over to the place where Emily was getting married - this big fancy hotel downtown. The ride there felt like it took forever because I was so antsy with excitement! When we got there, there were flowers and ribbons everywhere. It looked like a fairy princess palace.Emily went into a separate room to get her wedding dress on with just my mom to help her. Me, my dad, and Tommy had to wait in another room. While we were waiting, my dad helped me put on the flower crown I was going to wear. I felt like a little flower princess!Finally, after what felt like yeeeears, it was time for the ceremony to start. My dad walked me down the aisle first, dropping flowers along the way. I smiled huge at all the people watching. Then Emily came out looking like an actual angel in her huge white gown. She really was the prettiest bride ever!The ceremony was kind of boring just because there was a lot of talking by the minister guy that I didn't really understand. But I loved when Emily and her new husband Nathan exchanged rings and got to say "I do!" Then they kissed and everyone clapped really loud. Yay, they were married!After that there was a big party called a reception. There was yummy fancy food, a huge multi-layer cake, and lots of dancing.Emily and Nathan danced together first and they looked so happy spinning around. Then I got to dance with my dad which was really fun. I danced until I was so tired!Seeing my sister get married was the best day of my whole life so far. She looked like a princess in her big poofy dress. And now I have a new brother-in-law named Nathan which is so cool! I'm so happy Emily and Nathan found each other and had their magical wedding day. It's a day I'll never ever forget - pure fairy tale perfect!篇2My Big Sister's WeddingLast summer was the most exciting time ever! My big sister Amy got married to her boyfriend David. It was such a huge event that I'll never forget. I'm going to tell you all about the whole thing from the very beginning!It started a few months before when Amy and David announced they were engaged. Amy came over to our house with David, and they had these big smiles on their faces. "We have some amazing news," Amy said. "David proposed, and I said yes! We're getting married!"My mom screamed and gave them both huge hugs. My dad shook David's hand and said "Welcome to the family, son." I didn't fully understand what was happening at first, but I figured it out when they explained Amy and David were going to have a wedding and become husband and wife. How cool!Over the next few months, there was so much planning and preparing for the big day. Amy asked me to be the flower girl, which made me super excited. I had to go for a fitting to get a pretty dress with lots of ribbons and bows. Amy, my mom, and I went to all kinds of stores looking at decorations, invitations, and more. There were a million little details to get ready, and sometimes Amy looked really stressed out.Finally, the week of the wedding arrived! My aunt and uncle came to stay with us, along with Amy's friends from college. Our house was packed full of people. Two days before, Amy had a thing called a "rehearsal" at the church where we all practiced walking down the aisle. I got to throw pretend flower petals. It was fun but I messed up a few times. "Don't worry, you'll get it right on the real day," Amy told me with a smile.The morning of the wedding was a whirlwind. My mom made me eat a big breakfast since there would be no time for lunch. Hair and makeup people came to our house to make Amy,my mom, and her bridesmaids look perfect. I've never seen so many hair products and makeup kits! Watching them work was mesmerizing.When it was time to head to the church, I put on my flower girl dress and tried not to spill anything on it. The limo arrived to take us, which made me feel like a princess. At the church, there were beautiful flowers and decorations everywhere you looked. So many of Amy and David's relatives and friends had arrived from all over.Finally, it was showtime! The music started playing and I led the way down the aisle, tossing pink and white petals onto the white runner. I was nervous at first but didn't want to mess up, so I walked carefully and slowly like we had practiced. After I made it to the front, the bridesmaids followed behind me one by one. They looked so pretty in their green dresses.Then Amy appeared, and she took my breath away. Her white gown was gorgeous with lots of lace and a long train. She had a sparkly headpiece and was holding a big bouquet of white roses. Our dad walked her down the aisle, both of them smiling from ear to ear. When she got to the front, David looked at her with the biggest smile I'd ever seen.The ceremony was pretty but I didn't really follow everything that was said. I just kept looking back and forth between Amy and David. When the minister pronounced them husband and wife, everyone clapped and cheered. Amy and David kissed, then gathered me in for a big hug, getting flowers and my dress all ruffled up. We had officially become a new family of three!After that, we headed to a beautiful reception hall for the biggest party I'd ever been to. There were tons of grown-ups, but also other kids I could run around and play with in our fancy outfits. We had an amazing dinner with all kinds of fancy foods I'd never tried before. David's grandma kept trying to force me to eat vegetables though - yuck!The best part was the dancing! When Amy and David took the floor for their first dance as husband and wife, I thought they looked like a real-life prince and princess up there spinning around. The DJ played lots of fun music that we could all dance to. Even my usually-serious dad was busting out some goofy moves! We all danced and celebrated late into the night.When we finally got home, I was completely exhausted. Taking off my dress and jewelry, I crashed into my bed still wearing my fancy flower girl shoes. That whole day was like a dream - one I'll cherish forever as the day I gained a new brother.I couldn't be happier to have David as part of our family now. Amy's wedding was truly the best day ever!篇3My Big Sister's WeddingOh boy, I have such an exciting story to tell you! Last summer, my big sister Emily got married and it was the biggest, funnest event I've ever been a part of. I'm going to tell you all about it!It all started a few months before when Emily's boyfriend Steven proposed to her. I still remember the day so clearly. We were having a family dinner at our house and after we finished eating, Steven got down on one knee and pulled out a sparkly diamond ring. My sister's eyes got really big and she covered her mouth with her hands.Steven said, "Emily, you are the most wonderful woman I've ever known. Will you marry me?" Emily started crying happy tears and nodding her head yes. Then he slipped the ring onto her finger. We all cheered and clapped. I was so happy for them! My parents looked proud but they were also crying a little bit.As soon as Emily said yes, the real craziness began. There was so much planning to do for the wedding! Emily and my momspent hours every day looking at different venues, trying on dresses, tasting cake samples, and a million other little details. Sometimes it felt like all they talked about was the wedding.Emily asked me to be one of her bridesmaids, along with her best friend Rachel. I had never been a bridesmaid before so I was really excited. We went shopping for our dresses and Emily picked out beautiful sky blue ones for us. I felt so grown up trying it on!Finally, after months of planning, the big day arrived - August 18th. I woke up super early because I was too excited to sleep in. The morning was a blur of hair, makeup, putting on my bridesmaid dress, and making sure every little detail was perfect.I had to keep reminding myself to stop bouncing up and down because I didn't want to get all wrinkly!The ceremony was held outdoors at a park with a pretty little garden area surrounded by trees. As the guests started arriving, I watched from the side as my aunt and uncle walked down the aisle strewing flower petals along the way. Then it was my turn - I got to walk down right before Emily. I felt like a million bucks in my blue dress carrying a little basket of petals. But Emily looked like a real life princess in her long white gown. I'll never forgetthe look on Steven's face when he saw her for the first time that day.They exchanged their vows and rings, then the minister pronounced them husband and wife and Steven dipped Emily into a passionate kiss. We all cheered and clapped and whooped. Confetti rained down over them as they walked back down the aisle together as a married couple. It was like a scene straight out of a romantic movie!After the ceremony, we had a huge party at a reception hall nearby. There were hundreds of people there to celebrate Emily and Steven. We had a delicious multi-course meal with fancy dishes I had never tried before like beef wellington and salmon with dill sauce. For dessert, they wheeled out the biggest, most incredible wedding cake I had ever seen. It was four tiers tall and decorated with elegant white frosting, fresh flowers, and sparkly crystal accents. It looked almost too pretty to eat! But of course I had two slices...Then came the best part - dancing! As soon as the music started playing, I hit the dance floor and didn't stop grooving all night to everything from the Cha Cha Slide to Uptown Funk to the Cupid Shuffle. I danced with my cousins, with Emily andSteven, with my parents, with the flower girl...I just didn't want the night to end!At one point, Emily gathered all the single ladies on the dance floor to toss her bouquet. We all squealed and jumped up trying to catch it. And wouldn't you know, my cousin Taylor was the one who snagged it! We were all cheering for her, saying she would be the next one to get married.Finally, after many hours of eating, drinking, dancing and celebrating, it was time for the new husband and wife to depart for their honeymoon. We all lined up and waved sparklers as Emily and Steven ran through a shower of bubbles and flower petals to the limousine that would take them to the airport. As they drove off waving goodbye, everyone cheered and whistled, excited for their new adventure together to begin.That whole experience was just the most amazing thing I've ever been a part of. Getting to celebrate the love between my big sister and her new husband, wearing a beautiful bridesmaid dress, dancing the night away, eating delicious food, and feeling like a true part of this incredibly special occasion - I'll never, ever forget it. I'm so grateful I got to be there to witness the start of their new journey as husband and wife. Weddings are just the best, and this one was perfect in every single way!篇4My Big Sister's WeddingLast summer was the most exciting and importantest time of my whole life! That's because my big sister Emily got married to her boyfriend Jacob. I'm going to tell you all about the big day and everything that happened. It was really really special!It all started a few months before, when Jacob came over to our house. Emily invited me into the living room and her and Jacob were sitting on the couch looking really nervous. Jacob was holding a little black box. I thought maybe he had a surprise gift for Emily's birthday coming up soon. But then he got down on one knee in front of Emily and opened the box. Inside was the most sparklistest, shiny ring I had ever seen! Jacob asked Emily to marry him and she started crying and nodded her head yes. I was so happy, I started crying too! We all hugged and jumped around. From that moment, we had to get ready for Emily and Jacob's wedding day.My mom was so busy planning everything. There was so much to do to get ready for the big celebration. We had to book a church and a place to have the wedding party afterwards. We had to pick out a dress for Emily, dresses for the bridesmaids likeme, suits for the groomsmen like Jacob's brother, book a florist for bouquets and decorations, find a baker for the wedding cake, and about a million other little things. Emily and my mom made a huge list of everything that needed to get done.I got to go with them to do some of the planning which was really fun. Trying on dresses was my favorite part. Emily picked out a beautiful white gown that made her look like a princess. For the bridesmaids, we got to pick our favorite colors. I chose purple because it's my favorite. The dresses were so pretty and poufy! I felt like a little princess too when I had mine on.Finally, after months of getting ready, the big day arrived. I woke up super excited but also a little nervous. I had an important job to do as the flower girl! In the morning, Emily, my mom, and all of us bridesmaids went to get our hair and makeup done. Emily looked like an angel with her pretty braided hair and sparkly makeup. When I saw her in her dress, I couldn't believe how beautiful she looked.At last, it was time to head to the church. We pulled up in a long white limo and carefully stepped out being careful not to get our dresses dirty. The church was decorated with so many flowers and ribbons. It looked like a garden! Jacob and thegroomsmen were waiting at the altar looking so handsome in their suits and boutonnieres.The music started playing and it was finally time for the processional. I got to lead the way, walking slooooowly down the aisle in front of everyone, leaving a trail of rose petals on the floor. I was shaking with excitement and nerves! Next came the bridesmaids, one by one. Finally, the music changed and everybody stood up. Emily came into view at the back of the church on my dad's arm. She looked like a real life princess. I'll never forget how calm and happy she looked.The ceremony was perfect. Jacob and Emily recited their vows to each other and placed the rings on each other's fingers. At the end, the minister pronounced them husband and wife and they kissed! We all clapped and cheered. After they walked back up the aisle as a married couple, we got to take pictures outside on the steps of the church.Next, it was time to head to the wedding reception. We piled back into the limo and drove to a big hall that had been all decorated up too. The decorations were so fancy and there was a huge long table at the front all set with plates, glasses, and silverware. In the middle, there was the biggest, tallest, mostdelicious looking cake I'd ever seen! It had at least 5 layers all decorated with white frosting, flowers, and pretty patterns.At the reception, Emily and Jacob had their first dance together as husband and wife. They spun slowly around the dance floor, looking into each other's eyes. I cried a little watching them because I was so happy for them and they looked so in love. Then the party really got started! We ate yummy dinner, had some cake and danced all night long. The best part was catching the bouquet at the end. The DJ called all the single ladies out onto the dance floor. We all gathered around waiting for Emily to toss her bouquet over her shoulder. When she threw it, the flowers sailed right towards me! I jumped up as high as I could and caught it. According to tradition, that means I'll be the next one to get married.When the reception was over, Emily and Jacob had to leave to go on their honeymoon. After hugging them both goodbye, we waved as they drove away in a car that had "Just Married" painted on the back window. My mom said they were going to Hawaii for their honeymoon. I'd never been to Hawaii before so I thought it must be the most beautiful and special place, perfect for celebrating their marriage.That whole experience of Emily's wedding was one I'll never forget. It was like a real life fairy tale! Having Emily marry her prince made me so happy for her and Jacob. I'm so glad I got to be a part of their magical day as the flower girl. Now I can't wait until it's my turn to be a bride someday!篇5The Day My Baby Sister Was BornI woke up super early one morning. The sun wasn't even up yet and the whole house was dark and quiet. But I heard some noises coming from my parents' room down the hall. I got out of bed and tiptoed over to their door to listen."Ooh, ooh," I heard my mom saying, making funny sounds. She sounded like she was in pain."Just breathe, Sarah, you're doing great," I heard my dad say in a calm voice. "The contractions are getting stronger."Contractions? I knew that word from when we learned about having babies in science class last year. My mom was going into labor! I got so excited because I had been waiting for-ev-er for my baby sister to be born.I rushed back to my room and put on my Spider-Man pajamas and favorite fluffy slippers that looked like puppy dogs. Then I grabbed Teddy, my stuffed teddy bear who has been my best friend since I was a tiny baby. He had to come with me for this special occasion.I hurried down the hallway and walked right into my parents' bedroom without knocking. "It's happening! The baby is coming!" I shouted.My mom was lying on the bed, breathing really hard and holding my dad's hand tightly. "Michael, what are you doing awake?" she said through gritted teeth when another contraction hit."Don't worry, everything is okay," my dad told me. He looked a little worried himself, but he was trying to stay calm for my mom. "Grandma is on her way to pick you up and take you to her house while we go to the hospital.""But I don't want to go to Grandma's!" I protested. "I've been waiting for months to meet my sister. I want to stay here and see her be born!"My mom shook her head. "Absolutely not, young man. Having a baby is...oh!...is not something for children to watch. You need to go with Grandma."I started to cry, because I was so disappointed. Teddy and I sat down on the floor. This was so unfair!Just then, the doorbell rang. It was Grandma, right on time as usual. My dad went to let her in while my mom focused on her breathing. A few minutes later, Grandma came into the bedroom wearing her bathrobe and hairnet over her curlers."Oh darling, this is so exciting!" she said, giving my mom a kiss on the cheek. "Michael, why those big crocodile tears? You'll get to meet your sister soon, I promise. But right now, your mom needs to get to the hospital. So be a good boy and come stay with me, okay?"I didn't want to go, but I also didn't want to make things harder for my mom than they already were. So I got up, gave her a hug and a kiss, and followed Grandma out to her car with Teddy under my arm. I watched through the window as my dad helped my mom into their car, and then they drove away with the hazard lights blinking.At Grandma's house, she made me french toast with extra syrup to cheer me up. We watched cartoons and played Go Fish, but I was too worried and excited to concentrate very much. Every few minutes I kept asking Grandma, "Do you think the baby is born yet? Why is it taking so long?""Having a baby takes time, lovey," Grandma explained with a patient smile. "It's hard work for your mommy. You'll just have to wait a little longer."Finally, around lunchtime, the phone rang. It was my dad! "We have a beautiful baby girl!" he announced. "7 pounds, 3 ounces. Her name is Emma and she has a full head of dark hair just like you did when you were born, Michael."I was so happy, I dropped the phone. Grandma picked it up and talked to my dad while I jumped around the living room, cheering. Teddy and I were going to have a new best friend!A couple hours later, my dad came to pick me up at Grandma's. The whole drive home, I peppered him with a million questions I'd been saving up:"What does Emma look like?""She's simply gorgeous, Son. She has big blue eyes and chubby little cheeks. And those tiny fingers and toes - you'll be amazed!""Can I hold her when we get home?""Of course, but we'll have to be very gentle with her. Newborn babies are extremely fragile.""Does having a baby hurt a lot for mommies?""Yes, it's one of the hardest things a woman can go through. Your mom was so strong and brave. I'm really proud of her."When we got home, my mom was resting in bed, cuddling a tiny bundle wrapped in a pink blanket. I crept slowly into the room and gasped when I saw Emma's sweet little face peeking out. It was love at first sight.Very carefully, following my parents' instructions, I got to hold my baby sister for the first time. She was so warm and soft. When she opened her eyes and looked right at me, my heart felt like it could explode with happiness.In that moment, I made Emma a few big brother promises:I will always look out for you and protect you.I will share all my toys and let you pick which ones you want to play with.I will teach you all the important stuff I know, like how to tie shoelaces and read books.You can have Teddy whenever you need him for cuddles or to tell secrets.Emma fell asleep in my arms, feeling safe and cozy. I just stared at her angelic face, committing every tiny detail to memory. She was so perfect and precious.Being an older brother is the most important job I'll ever have. And I've never been more ready for anything in my whole life.。

装配式框架结构中预制梁叠合层预制保护层免高空支模施工技术

装配式框架结构中预制梁叠合层预制保护层免高空支模施工技术

59总178期 2024.04 混凝土世界引言装配式建筑是指在工厂预制好建筑构件,然后在施工现场进行组装的一种建造方式。

随着现代建筑技术的发展,以及建筑产业绿色低碳环保发展理念的要求,装配式建筑在全球范围内,特别是在欧洲及美国等国家得到了广泛的应用,并且在未来的建筑领域具有巨大的发展潜力。

装配式建筑作为一种新兴的建造方式,受到了越来越多的关注和青睐[1],许多建筑项目已开始采用装配式建筑技术,如“拼装式建筑”“模块化建筑”等。

这些装配式建筑施工技术不仅在住宅建筑领域得到了应用,还在商业建筑、公共建筑、工业厂房等领域进一步推广,实现了广泛的应用[2]。

预制叠合梁作为装配式框架结构的主要结构构收稿日期:2024-2-17第一作者:王宇,1987年生,工程师,研究方向为建筑工程施工技术管理,E-mail:****************装配式框架结构中预制梁叠合层预制保护层免高空支模施工技术王 宇中铁建工集团有限公司 北京 100071摘 要:装配式建筑中预制梁安装通常会存在叠合层上部钢筋碰撞的问题,同时由于预制梁与预制板叠合层交接位置需支设侧模封闭,常常造成工期延误,高空支模施工也增大了安全风险以及施工成本。

为解决装配式框架结构中预制梁叠合层上部钢筋碰撞以及侧模难封闭等问题,本文以D市QZ项目为例,基于文献调研和实际项目研究,提出了一种预制梁叠合层预制保护层免高空支模施工技术,解决后期封闭预制梁叠合层与预制板交接位置在现场高空支模的难题,同时缩短了安装预制梁后节点处理钢筋错位碰撞的时间。

该方法不仅节约了施工工期和成本,同时提高了整个施工工程的安全性,以期为相应装配式工程项目提供参考借鉴。

关键词:装配式建筑;预制梁叠合层;免高空支模;节约工期Construction Technology of Prefabricated Protective Layer for Prefabricated Beam Stacked Layers in Assembled Frame Structures without Overhead Supporting MouldsAbstract: Prefabricated beams in assembly buildings usually have the problem of collision of the upper reinforcement of the stacked layer, and at the same time, because the prefabricated beams and prefabricated panels need to be supported at the location of the stacked layer to be closed by side moulds, which often causes delays in the construction period, and the construction of overhead moulds increases the safety risk and the construction cost. In order to solve the problems of collision of upper reinforcement of prefabricated beams and difficult closure of side moulds in assembled frame structure, this article takes the QZ project in D city as an example, based on literature research and actual project research, proposes a construction technology for prefabricated beam composite layer prefabricated protective layer without high-altitude formwork support, which solves the problem of high-altitude formwork support at the junction of the closed prefabricated beam composite layer and the prefabricated slab on site in the later stage. At the same time, it shortens the time for node treatment of steel bar misalignment and collision after installing the prefabricated beam. It also saves the construction period and cost, and improves the safety of the whole construction project, in order to provide reference for similar assembly projects.Key words: Assembled buildings; prefabricated beams with stacked floors; no overhead support moulding; saving construction period件,广泛应用于大型工厂、住宅楼、写字楼等建筑中,通过预制梁加上部现浇叠合层方式,不仅可以提高建筑结构整体稳定性,还可以缩短施工周期,降低施工成本,提高施工安全性[3]。

确定目标层 准则层 方案层英语

确定目标层 准则层 方案层英语

确定目标层准则层方案层英语The term "确定目标层" can be translated into English as "determining the target layer." This refers to the process of identifying and defining the specific objectives or goals that an individual or organization aims to achieve within a certain project or initiative. This involves setting clear and measurable targets that can guide the overall direction and focus of the endeavor."准则层" can be translated as "criteria layer." In the context of decision-making or evaluation, this refers to the establishment of criteria or standards that will be used to assess the success or effectiveness of the project or initiative. These criteria serve as benchmarks against which the performance or outcomes can be measured.Finally, "方案层" translates to "scheme layer" or "solution layer." This refers to the level at whichspecific strategies, plans, or solutions are developed to address the objectives and adhere to the establishedcriteria. It involves the practical implementation and execution of the plans that have been formulated based on the determined objectives and criteria.In summary, the English equivalents for "确定目标层," "准则层," and "方案层" are "determining the target layer," "criteria layer," and "scheme layer" respectively. These terms are often used in the context of project management, decision-making, and strategic planning to delineate the process of setting objectives, establishing evaluation criteria, and developing practical solutions.。

双层规划

双层规划

双层规划一、双层规划的定义及背景双层规划(Bilevel Programming Problem,简称BLPP)是一种具有二层递阶结构的系统优化问题,上层问题和下层问题都有各自的决策变量、约束条件和目标函数。

双层系统优化研究的是具有两个层次系统的规划与管理问题。

上层决策者只是通过自己的决策去指导下层决策者,并不直接干涉下层的决策;而下层决策者只需要把上层的决策作为参数,他可以在自己的可能范围内自由决策。

这种决策机制使得上层决策者在选择策略以优化自己的目标达成时,必须考虑到下层决策者可能采取的策略对自己的不利影响。

首先提出层次规划模型的是H.VStackelberg,上世纪50年代,为了更好的描述现实中的经济模式,H.V Stackelberg在他的专著中首次提出了层次规划这种概念,虽然多层规划与之有共同点,但各层决策者依次做出决策,并且各自的策略集也不必再是分离的。

20世纪60年代,Dantaig和Wolfe提出了大规模线性规划的分解算法,承认有一个核心决策者,它的目标高于一切,但与多层规划有很大区别,多层规划承认有最高决策者,大不是绝对的,他允许下层决策者有各自不同的利益。

20世纪70年代发展起来的多目标规划通常寻求的是一个决策者的互相矛盾的多个目标额折衷解,而多层规划强调下层决策对上层目标的影响,并且多层规划问题通常不能逐层独立求解。

上世纪70年代以来,在解决实际问题的过程中,人们才逐渐形成多层规划的概念和方法。

多层规划(Multilevel Programming)一词是Candler和Norton在奶制品工业模型和墨西哥农业模型的研究报告中首先提出来的。

上世纪70年代,人们对多目标规划进行了深入的研究,也形成了一些求解多目标规划的有效方法,如分层优化技术,这种技术也可以用来求解层次问题,但这种技术建立在下层的决策不影响上层的目标基础上,而多层规划正是强调下层决策对上层目标的影响。

因此多层规划同城不同于多目标规划。

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Multi-layer Floorplanning for Reliable System-on-PackagePun Hang Shiu and Sung Kyu LimSchool of Electrical and Computer EngineeringGeorgia Institute of Technology, Atlanta, GA 30332-0250{pshiu,limsk}@Abstract - Physical design automation for the new emerging mixed-signal System-on-Package (SOP) technology requires a new kind of floorplanner—it must place both active components such as digital IC, analog ICs, memory modules, MEMS, and opto-electronic modules, and embedded passive components such as capacitors, resistors, and inductors in a multi-layer packaging substrate while considering various signal integrity issues. We propose a new interconnect-centric multi-layer floorplanner named MF-SOP, which is based on a multiple objective stochastic Simulated Annealing method. The contribution of this work is first to formulate this new kind of floorplanning problem and then to develop an effective algorithm that handles various design constraints unique to SOP. The related experiments show that the area reduction of MF-SOP compared to its 2-D counterpart is on the order of O(k) and wirelength reduction is 48% average for k-layer SOP, while satisfying design constraints.I. INTRODUCTIONThe next generation electronic packaging technology called System-on-Package (SOP) [1,2] integrates both active components such as digital IC, analog ICs, memory modules, MEMS, and opto-electronic modules, and embedded passive components such as capacitors, resistors, and inductors all into a single high speed/density multi-layer packaging substrate. SOP is more advanced than PCB, MCM [3], or SIP (System-in-Package) [4] since MCM handles the integration of digital ICs only and SIP handles digital components and passive elements only. Figure 1 shows the heterogeneous components integrated into the multi-layer substrate of System-on-Package. Moreover, the SOP design paradigm facilitates rapid reengineering via reuse libraries. Therefore, SOP promises a high return on investment at a very low risk within shorter time-to-market cycle compared to the System-On-Chip (SOC) paradigm.A high performance mixed signal system employs a lot of passive components—up to 30 passive components per an IC. For example, Sony Handy Cam DCR-PC7 has 43 ICs and 1329 passive elements. Such passive components continue to take up much circuit board real estate. Therefore, rigorous attempts have been made to replaces them with so-called embedded passive components (EPC), which are small and flat enough to be inserted between package layers. EPCs allow devices to get smaller or designers to fit more functionality in the same space; eliminate the costs currently needed to purchase and solder on discrete devices; allow for more design flexibility; and derive electrical benefits from the different current path that would be traveled.EPCs can also be used for simultaneous switching noise reduction, cross talk reduction, network matching, and signal integrity. The complexity of a radio frequency front-end IC is considerably simpler with high quality passive components. However, EPC placement needs to be done carefully while considering design constraints. First, the quality and functionality of RF circuits is extremely sensitive to any unforeseen parasitic. Thus, making interconnect as short as possible reduces parasitic and thus helps the performance and quality of radio frequency (RF) SOP. Second, decoupling capacitors perform well when they are close to the source of simultaneous switching noise. Hence, high performance mixed-signal systems benefit from close vicinity capacitors,(a) digital IC with passives (b) analog IC with passives (c) Opto & memory componentsFigure 1 Mixed signal components integrated into multi-layer substrate of System-on-Package (courtesy of Packaging Research Center at Georgia Institute of Technology). (a) digital IC with its passive elements (only the footprint of a bare digital die is shown), (b) analog IC with its passive elements, and (c) opto-electronic and memory components with their passives. The passive elements are implemented in the active component layer for illustrative purpose. Some interconnections are not shown for simplicity.which effectively stabilize supply and ground noise. The physical layout resource environment of SOP is multi-layer in nature—the top layer is mainly used to accommodate active components, the middle layers are mainly for passive components, and the I/O pins are located at the bottom of the SOP package. Therefore, all layers are used for both placement and routing unlike PCB or MCM. Therefore, the existing design tools for PCB or MCM can not be used directly for the design of SOP. The existing work on multi-layer floorplanning is very few. Authors in [5] solved multi-layer floorplanning for vertically stacked digital systems. However, this work does not address the mixed-signal integration issues existing in SOP technology. Therefore, SOP technology requires a new kind of multi-layer floorplanner—it must place both active components and passive components in a multi-layer packaging substrate while considering various signal integrity issues. We propose a new interconnect-centric multi-layer floorplanner named MF-SOP, which is based on a multiple objective stochastic Simulated Annealing method. The contribution of this work is first to formulate this new kind of floorplanning problem and then to develop an effective algorithm that handles various design constraints unique to SOP. The related experiments show that the area reduction of MF-SOP compared to its 2-D counterpart is on the order of O(k ) and wirelength reduction is 48% average for k-layer SOP, while satisfying design constraints.This paper organization is as follows. The problem formulation is given in Section II. SOP constraints are described in Section III. Experimental results and conclusions are given in Section IV and V , respectively.II. PROBLEM FORMULATION A. Blocks in SOP Floorplanning The major difference between 2-dimensional IC floorplanning and multi-layer SOP floorplanning lies in addressing the following issues related to the blocks to be floorplanned: 1. size/shape of the active and passive blocks 2. restrictions on block placement into certain layers (= layer constraint ) 3. geometric constraints among active blocks (= geometric constraint ) 4. geometric constraints between active and passiveblocks (= geometric constraint )First, most of the active components in SOP including digital IC, analog IC, memory module, opto-electronic modules, and MEMS have rectangular shape. Their area lies in a range of [mm 2, cm 2]. Figure 2 shows the shape of typical EPCs (embedded passive components). We assume rectangular shape for these EPCs. Their area lies in a range of [µm 2, mm 2]. Since both active and passive components have rigid shape, we do not consider “soft blocks” in our floorplanning. Second, most of the active components are required to be placed on the top layer due to heat dissipation requirement. However, some active components that do not generate too much heat can be placed in the middle layers. EPCs can be placed at any layers, but using middle layers is the most beneficial in reducing the overall footprint area of SOP. However, some EPCs are required to be placed on the top layer due to thermal and/or noise issues. Third, some active components need to be placed nearby together or apart from each other due to several reasons including signal/power integrity, performance optimization, etc. Lastly, most EPCs need to be placed closer to the related active components. Handling the layer constraints is straightforward, but the geometric constraints are harder to satisfy. Section III discusses in detail how to deal with these geometric constraints in our multi-layer SOP floorplanner.B. Problem DefinitionA multi-layer SOP floorplan consists of a set B={b i | 0≤ i < n } of n blocks and a set L={l i | 0≤ i <k } of k layers. A block is either an active component or embedded passive component (EPC). We assume rectangular shape for all these blocks. Each floorplan f i has a set of blocksB i , which is a non-empty proper subset of B . A SOP floorplan F is represented by a set },...,,{110−=k f f f F , where a floorplan f i is a 2-dimensional placement of blocks in B i . In other words, f i = {(x j , y j )| 0 ≤ j < n (l i )}, where n (l i ) is the number of blocks in layer l i and (x j , y j ) is the coordinate of the lower left corner of block b j . A SOP floorplan F is feasible if (i) F is free of overlap among block location, (ii) F satisfies the layer and geometric constraints specified by the user. The width, height, and area of block b i are denoted w (b i ), h (b i ), and a (b i ), respectively. Similarly, those of a floorplan f i and SOP floorplan F aredenoted w (f i ), h (f i ), a (f i ), w (F ), h (F ), and area (F ). w (f i) andh (f i ) are the width and height of the minimum size rectanglethat contains all blocks in f i , which can be computed bylongest path length calculation [6]. a (f i ) is w (f i )×h (f i ). w (F ) isthe maximum among all w (f i ), and h (F ) is the maximum among all h (f i). area (F ) is w (F )×h (F ).Among many proposed methods to represent 2-dimensional floorplanning, we extend the sequence pair (SP) [7] to represent the multi-layer SOP floorplan solution. Our multi-layer sequence pair is represented by (SP 0|SP 1|…|SP k-1), where SP icontains the positive and negative sequence for theblocks contained in layer i . In [5], the authors use BSG [8] structure to represent multi-layer floorplan. However, BSGhas larger solution space with lots of redundancy. O-tree(a) capacitor (b) resistor (c) inductorFigure 2 Embedded passive components. Top and side views of typical RLC shapes are shown.[9]or B*-tree [10] can be extended for multi-layer floorplan and has a smaller solution space than both BSG and SP. However, SP requires a simpler perturbation implementation than O-tree or B*-tree. Thus, we choose SP as our multi-layer SOP floorplan solution representation. For a faster area evaluation for a given multi-layer SP, we use longest common subsequences (LCS) [6] method. A recent effort [11,12,13] uses various floorplanning representations to impose design constraints for 2-dimensional constraints.Authors in [7] propose three types of moves for solution perturbation during Simulated Annealing: M1 (swap two modules in positive sequence), M2 (swap two modules from both positive and negative sequence), and M3 (rotate). We add two moves M4 and M5 to search the solution of multi-layer floorplanning effectively: M4 is similar to M3, except that the two blocks are from positive sequences in different layers. M5 selects a block from layer i and moves it to another layer j . The location in positive and negative sequence from SP j is again randomly chosen.C. Cost FunctionWe use the following cost function to measure the quality of an SOP floorplan solution F .)()()()()(4321F penalty c F via c F wire c F area c F C +++= where area (F ), wire (F ), via (F ), and penalty (F ) respectively denote the area, wirelength, total number of vias, and the penalty related to constraint violation for F . The first term area (F ) is the final footprint area of SOP package, where area (F ) = w (F )×h (F ). The minimization of this objective results in a minimal overall SOP package area. The second term wire (F ) is the half-perimeter bounding box (HPBB) based estimation of wirelength. We ignore the height (z-dimension) of the bounding cube and use only the x and y -dimension for the computation of the wirelength of a net. Instead, the z-dimension has a direct impact on via (F ). If a net n spans from layer i to layer j , then via (n ) = |i – j |. The sum of via(n ) for all nets is via(F ). Our following Section III discusses in detail how penalty (F ) is computed. penalty (F ) = 0 when there is no constraint violation in F .We observe from related experiments that adding the following components to C (F ) results in a more compact multi-layer floorplan: total flatten area flat (F ) and dimension deviation dev (F ). flat (F ) is the sum of all floorplans, flat (F ) = ∑a (f i ). The minimization of this objective results in a highly compact floorplan for each layer. dev (F ) measures how much the upper right corner (URC) of a floorplan deviates from the average URC. We compute the average URC (u x , u y ) by u x = Σu x (f i )/k , where u x (f i ) denotes the x-coordinate of the URC of a floorplan f i . We compute u y (f i ) using y-coordinates instead. Let d (f i ) = |u x – u x (f i )|+ |u y – u y (f i )| be the dimension deviation of a floorplan of f i . Then dev (F ), the dimension deviation of SOP floorplan F is simply the sum of all d (f i ). The minimization of this objective results in a more dimension-balanced floorplan among all layers. It may seem redundant to have all three area-related objectives area (F ), flat (F ), and dev (F ) in C (F ). However, our related experiments indicate that each of these three objectives contribute to the minimization of not only the final footprint area area (F ) butalso the wirelength estimation wire (F ).III. GEOMETRIC CONSTRAINTS FOR MULTI-LAYER SOP FLOORPLANNINGA. SOP Geometric ConstraintsWe categorize the geometric constraints among active and passive components introduced in Section II.A into the following 6 types:1. noise : decoupling capacitors are placed nearby I/Os oractive components2. thermal : some active/passive components are placed incertain layers3. power : digital and analog ICs are placed in differentvoltage islands4. timing : blocks from a critical path are placed closer5. interface : I/O blocks are placed near the bottom layer6. cluster : functionally dependant blocks are placed closetogetherTable I describes these 6 geometric constraint types we consider in SOP floorplanning. A prior timing analysis or signal integrity analysis is performed by the user 1 to identify (i) the source of timing, noise, thermal, and power supply problem, and (ii) ways to fix these problems in a form of constraint. Each constraint is then translated into a geometric form so that our multi-level floorplanner attempts to satisfy this geometric constraint. Our strategy is to quantify the amount of violation of the constraints specified, and guide Simulated Annealing-based optimization so that the amount of violation is minimized or completely removed if possible. Our strategy for effective solution space search during Simulated Annealing is as follows:1. construction of initial solution: we first assign allblocks under layer constraints to the target layers and fix them during the annealing. For the remaining blocks, we randomly and evenly distribute them into1We assume in this paper that the geometric constraints are specified by the user as an input to our multi-layer SOP floorplanner. The related timing and signal integrity analysis are time-consuming, and our ongoing research effort attempts to integrate STA (Static Timing Analysis), SIA (Signal Integrity Analysis), and TPA (Thermal and Power Analysis) engines into our floorplanner so that the geometric constraints are also automatically generated.TABLE I. Geometric Constraints for SOP Floorplanningtype method syntax meaning noise point [b i |(x ,y ,z )] b i touches (x ,y ,z ) thermal layer [B i |l ] B i in layer lpower region [B i |(x ,y ,w ,h )] B i intersects withregion (x ,y ) and(x +w ,y +h )timing abutment [B i ] B i abuttedinterface boundary [B i |TBLR/l ]B i near boundaryof layer l cluster group [B i |(x ,y ,z )]B i within adistance of (x ,y ,z )all layers.2. solution perturbation: we perform more inter-layermoves (M4 and M5 discussed in Section II.A) during high temperature annealing and more intra-layer moves (M1, M2, and M3) during low temperature annealing.3. weighting constants in C (F ): we focus more onpenalty(F ) and via(F ) during high temperature annealing and more on area(F ) and wire(F ) during low temperature annealing.B. Illustration of SOP Geometric ConstraintAn example of region constraint is given in Figure 3(a). First, consider r 1=[{b 0,b 1}|(x ,y ,w ,h )]. Since both b 0 and b 1 are intersecting with the region defined by (x ,y ,w ,h ), we see that r 1 is satisfied and the penalty is zero. Now consider r 2=[{b 1,b 2}|(x ,y ,w ,h )]. Since b 2 is completely outside the region, r 2 is not satisfied and its penalty is computed by the sum of p x and p y . An example of group constraint is given in Figure 3(b). First, consider g 1=[{b 0,b 1}|(x ,y ,z )]. Since the distance between b 0 and b 1 is within the 3-dimensional distance (x ,y ,z ), we see that g 1 is satisfied and the penalty is zero. Now consider g 2=[{b 0,b 2}|(x ,y ,z )]. Since the z -distance between b 0 and b 2 is bigger than z , g 2 is not satisfied and its penalty is p z .C. Penalty ComputationThe penalty computation for constraint violation is summarized in Table II. Penalty computation for x -dimension (p x ) is shown only, but other dimensions (p y ) and (p z ) can be computed similarly using y /z-coordinates and height/layer information. The overall penalty p =p x + p y + p z . Note that p z contributes to our via cost and usually carries more weights than p x or p y . The point, layer, and region constraints are intersection-based —these constraints are violated if there is no intersection between the blocks and the region given. The abutment, boundary, and group constraints are distance-based —these constraints are violated if the distance among the blocks is bigger than the given threshold. We specify absolute coordinates for the intersection-based constraints, whereas relative distance information is given in distance-based constraints. Finally, the overall penalty function penalty (F ) for a given SOP floorplanning solution F is the sum of the penalty among all constraints given.In an example shown in Figure 4, we use the following 6 constraints for 4-layer SOP floorplanning with 10 blocks: p =[b 0|(10,10,3)], l =[{b 1}|0], r =[{b 2}|(3,3,5,5)], a =[{b 3,b 4}], b =[{b 6}|L], g =[{b 7,b 8}|(5,5,5)]. This example considers all six types of SOP constraints given in Table I. Figure 4 shows a solution F that includes several constraint violations. In the top layer (layer 0) we have two active components b 0 and b 5 while other layers contain embedded passive components. First, the point constraint p =[b 0|(10,10,3)] is not satisfied in F since b 0 is in layer 0 instead of layer 3 although b 0 contains the point (10,10) in x /y dimension. This increases the via cost by 3. Second, the layer constraint l =[{b 1}|0] is not satisfied since b 1 is in layer 2 instead of layer 0. This also increases the via cost by 2. Third, the region constrain r =[{b 2}|(3,3,5,5)] is satisfied in F since b 2 intersects with the given region (= rectangle labeled r ). Thus the penalty is zero. Fourth, the abutment constraint a =[{b 3,b 4}] is satisfied in F since b 3 and b 4 in layer 3 are abutted. Thus the penalty is zero. Fifth, the boundary constraint b =[{b 6}|L] is satisfied in F since b 6 is inTABLE II. Penalty Computation for x -dimension (p x ). Penalty for y (p y ) and z (p z ) dimensions can be computed similarly using y /z-coordinates and height/layer information. The overall penalty p = p x + p y + p z .method syntax penalty (p x ) point p =[b i |(x ,y ,z )] min{|x -x i |, |x -(x i +w i)|} layer l =[B i |l ] ∑|l (b i )-l |region r =[B i |(x ,y ,w ,h )]∑min{|x -(x i +w i )|,|(x +w )-x i )|} abutment a =[B i ]∑[(x i +w i )-x j ], b i andb i separated boundary b =[B i |TBLR/l ]∑[w (f i )-(x i +w i)] for Rboundary group g=[B i |(x ,y ,z )]∑[x -|(x i +w i )-xj |], if|(x i +w i )-x j |> xFigure 3 Constraint Examples. (a) region constraint r 1=[{b 0,b 4}|(x ,y ,w ,h )] and r 2=[{b 3,b 4}|(x ,y ,w ,h )]. r 1 is satisfied and r 2 has penalty of p x +p y . (b) group constraint g 1=[{b 0,b 2}|(x ,y ,z )] and g 2=[{b 0,b 7}|(x ,y ,z )]. g 1 is satisfied and g 2 has penalty of p z . y -dimension is not shown.(a) 4-level SOP (b) top-view (c) layer 0(d) layer 1 (e) layer 2 (f) layer 3Figure 4. A 4-layer SOP floorplanning with 10 blocks with the following 6 geometric constraints: p =[b 0|(10,10,3)], l =[{b 1}|0], r =[{b 2}|(3,3,5,5)], a =[{b 3,b 4}], b =[{b 6}|L], g =[{b 7,b 8}|(5,5,5)].contact with the left boundary of layer 2. Thus the penalty is zero. Lastly, the group constraint g=[{b7,b8}|(5,5,5)] is satisfied in F since the distance between b7 and b8 in all three dimension is smaller than the size of the given cube (= rectangle labeled g). Thus the penalty is zero.IV. EXPERIMENTAL RESULTSWe implemented our algorithm MF-SOP in C++/STL and ran on a Dell Dimension 8800 Linux box. We used GSRC floorplanning benchmark circuits. We report the area, wirelength, inter-layer via, and runtime for 4-layer SOP in all of our experiments. Figure 5 shows 4-layer SOP floorplanning for n100 (GSRC benchmark circuit). Table III shows the comparison among (i) single-layer floorplanning, (ii) 4-layer SOP floorplanning without geometric constraints, and (iii) 4-layer SOP floorplanning with geometric constraints. We summarize our observations here:pared to the single layer floorplanning, the finalpackage area for 4-layer floorplanning is reduced by75% on the average (order of O(k) reduction). Thisindicates that the floorplan for all 4 layers is highlycompact and their shapes are similar. The impact ofgeometric constraint on final area was notsignificant—79800 vs 81354. This shows theeffectiveness our MF-SOP in obtaining high qualitymulti-layer SOP floorplanning solutions in thepresence of complex design constraints in SOP.2.the wirelength reduction for 4-layer floorplanning is40% on the average compared to the single-layer case.Since the wirelength in z-direction is not considered(this is actually our via cost), the 40% saving mainlycomes from the final package area reduction. Theimpact of geometric constraint on final wirelength wasnot significant—418560 vs 422960.3.The impact of geometric constraint on via results wasnot significant—1953 vs 1893. In some cases MF-SOPwas able to find a solution with smaller wirelength andvia. This again shows the effectiveness our MF-SOP inhandling complex design constraints in SOP.4.The runtime has been increased by 10x with 4-layerfloorplanning. The runtime slightly increased whenMF-SOP considers geometric constraints. There areseveral factors that contribute to the runtime increase:(i) we need highly compact floorplan for all 4 layersand their shapes need to be similar, (ii) we need tominimize 2-dimensional wirelength and via costsimultaneously.Table IV shows the total number of initial and final constraints used in Table III. We also report the number of failed constraints for each constraint type in each circuit. We randomly select constraints from 6 types for each circuit, and we impose more constraints for bigger circuits. We summarize our observations here:1.We observe that abutment (a), boundary (b), and group(g) constraints are easier to satisfy than point (p), layer(l), and region (r) constraints. We note that thedistance-based constraints are easier to handle than theintersection-based constraints. This indicates thatspecifying the absolute location is a stronger constraintrather than the relative distance.2.Point constraint was the hardest to satisfy, followed byboundary constraint. Layer constraint is alwayssatisfied since our initial solution satisfy the layerconstraint before Simulated Annealing, and we lock allblocks under layer constraints and do not move.V. CONCLUSIONSIn this paper, we proposed a new multi-layer floorplanner MF-SOP for the new emerging mixed-signal System-on-Package (SOP) technology. MF-SOP places both active components such as digital IC, analog ICs, memory modules, MEMS, and opto-electronic modules, and embedded passive components such as capacitors, resistors, and inductors in a multi-layer SOP substrate. MF-SOP considers 6 types of geometric constraints in order to address various signal, thermal, and power integrity issues existing in the design of reliable SOP. Our ongoing research effort attempts to integrate STA (Static Timing Analysis), SIA (Signal Integrity Analysis), and TPA (Thermal and Power Analysis) engines into our floorplanner so that the geometric constraints are also automatically generated. The goal is to develop built-in STA/SIA/TPA that runs fast but with high fidelity so that they will not slow down the optimization process while guiding the optimization for high quality multi-layer SOP floorplanning solution.REFERENCETable IV. Total number of initial and final constraints usedin Table III. We also report the number of failed constraintsfor each constraint type.# of constraints failed constraint typesckts initial final p l r a b gn10 6 1 1 0 0 0 0 0n10b 6 1 1 0 0 0 0 0n10c 6 1 1 0 0 0 0 0n30 10 1 1 0 0 0 0 0n30b 10 5 1 0 2 0 2 0n30c 10 3 1 0 1 0 1 0n50 12 0 0 0 0 0 0 0n50b 12 1 1 0 0 0 0 0n50c 12 3 1 0 0 0 1 1n100 14 2 1 0 0 0 1 0n100b 14 4 2 0 1 0 1 0n100c 14 3 2 0 0 0 1 0n200 14 2 2 0 0 0 0 0n200b 14 3 2 0 0 0 1 0n200c 14 2 2 0 0 0 0 0n300 14 2 2 0 0 0 0 0total 182 34 21 0 4 0 8 1[1] Rao Tummala and Vijay Madisetti, “System on Chip or System on Package?”, IEEE Design & Test of Computers, pp 48-56, 1999. [2] K Lim, et al, "RF-system-on-package (SOP) for wireless communications", IEEE Microwave Magazine, pp 88-99, 2002. [3] Rao Tummala, "Multichip packaging-a tutorial", Proceedings of the IEEE, pp 1924 -1941, 1992.[4] K Tai, "System-In-Package (SIP): challenges and opportunities", Asia and South Pacific Design Automation Conference, pp 191 -196 2000.[5] Y. Deng and W. Maly, ``Interconnect characteristics of 2.5-D system integration scheme,'' Proc. of Int. Symposium on Physical Design, 2001, Apr. 2001.[6] Xiaoping Tang, Ruiqi Tian, D.F. Wong, ``Fast Evaluation of Sequence Pair in Block Placement by Longest Common Subsequence Computation,'' Design, Automation and Test in Europe Conference, 2000. Proceedings , 2000 pp 106-111.[7] H. Murata, K. Fujiyoshi, et al., ``VLSI module placement based on rectangle-packing by the sequence pair,'' IEEE Transaction on CAD, vol. 15:12, pp. 1518-1524, 1996. [8] S. Nakatake, et al., ``Mod1ule placement on BSG-structure and IC layout applications,'' ACM/IEEE international conference on Computer-Aided Design, Nov. 1996.[9] P. N. Guo, C.K. Cheng and T. Yoshimura, "An O-tree Representation of Non-Slicing Floorplan and its Application", Proc.36 th ACM/IEEE DAC, 1999, pp. 268-273.[10] Y.-C. Chang, Y.-W. Chang, G.-M. Wu and S.-W. Wu, "B*-Trees: A New Representation for NonSlicing Floorplans," Proc. IEEE/ACM Design Automation Conf., pp. 458-463, 2000.[11] E. F. Y. Young, C. C. N. Chu, M. L. Ho, ``A unified method to handle different kinds of placement constraints in floorplan design,'' Design Automation Conference, 2002. pp. 661-667[12] F. Y. Young, D. F. Wong, H. H. Yang, ``Slicing floorplans with boundary constraints,'' Computer-Aided Design of Integrated Circuits and Systems, IEEE Transactions on , V olume: 18 Issue: 9 , Sep 1999 pp. 1385-1389[13] Xiaoping Tang, D. F. Wong, ``Floorplanning width Alignment and Performance Constraints,'' Design Automation Conference, 2002.Table III. Comparison among (i) single-layer floorplanning, (ii) 4-layer SOP floorplanning without geometric constraints, and (iii) 4-layer SOP floorplanning with geometric constraints. We report the package area, wirelength, total number of vias used, and total runtime. Table IV shows the type of constraints used in this experiment.k=1 k=4, no constraint k=4, constraintarea wire area wire via areawirevia n10 258152 18164 98000 8693 118 73738 6209 118n10b 251778 15128 94912 7309 133 78690 6252 133n10c 268865 19880 125928 11720 119 70596 6397 119n30 245115 54586 75749 27288 349 66505 23830 349n30b 234574 45931 67670 23674 350 56156 20248 350n30c 233867 55979 88795 24259 390 71638 24166 390n50 231431 104395 64829 59411 485 61254 49463 485n50b 237266 94790 67130 56629 511 72500 46726 511n50c 234567 106562 59823 58182 515 62160 53446 515n100 210378 180413 55081 117407 885 53320 105350 885n100b 185868 169767 49608 100657 806 52425 101895 806n100c 208616 185215 54273 109932 852 52974 109925 855n200 214349 393644 55722 251626 1585 56810 260678 1585n200b 208960 336236 53799 240673 1714 54707 235781 1714n300 206954 394358 51684 262042 1532 52416 255327 1585ave 329589 658162 79800 418560 1953 81354 422960 1893ratio 1.00 1.00 0.24 0.64 1.00 0.25 0.64 0.97runtime 132 **** ****(b) layer 0 (c) layer 1 (d) layer 2 (e) layer 3Figure 5. 4-layer SOP floorplanning for n100 (GSRC benchmark circuit).。

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