Design considerations for Dallas Semiconductor real-time clocks

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艾德莱斯设计英语作文

艾德莱斯设计英语作文

艾德莱斯设计英语作文When it comes to architecture and design, the name Eduardo Souto de Moura immediately comes to mind. The Portuguese architect, better known as Souto de Moura, is widely celebrated for his innovative and timeless designs that blend traditional and contemporary elements seamlessly. His work, which often reflects a deep understanding of the surrounding environment and a strong sense of place, has earned him numerous awards and accolades throughout his career.One of Souto de Moura's most notable projects is the Braga Municipal Stadium in Braga, Portugal. Completed in 2004, this stadium is a striking example of his architectural prowess. The design of the stadium, with its unique elliptical shape and undulating roof, is both functional and elegant. The use of concrete and steel in the construction of the stadium gives it a modern and sleek appearance, while the incorporation of local materials such as granite helps to root the building in its surroundings.Another key aspect of Souto de Moura's design philosophy is his attention to detail. He believes that every element of a building should serve a purpose and contribute to the overall design. This is evident in his meticulous approach to materialselection, proportions, and spatial relationships. In the Braga Municipal Stadium, for example, the carefully designed seating arrangement and the use of natural light create a comfortable and welcoming atmosphere for spectators.In addition to his architectural projects, Souto de Moura is also known for his thoughtful urban planning and landscaping designs. His ability to create harmonious environments that seamlessly blend with their surroundings is evident in projects such as the Burgo Tower in Porto and the Paula Rego Museum in Cascais. In these projects, Souto de Moura's careful consideration of the site's topography, vegetation, and context results in buildings that feel like a natural extension of the landscape.Overall, Souto de Moura's design philosophy can best be described as a harmonious balance between tradition and innovation, functionality and beauty. His ability to create buildings that are not only visually striking but also functional and sustainable has earned him a reputation as one of the most influential architects of his generation. As he continues to push the boundaries of design and explore new possibilities, it is clear that Souto de Moura's legacy will endure for years to come.。

苹果的设计和包豪斯的关系英语作文

苹果的设计和包豪斯的关系英语作文

苹果的设计和包豪斯的关系英语作文The relationship between Apple's design and the Bauhaus movement is deeply intertwined. Bauhaus, a German art school founded in the early 20th century, promoted a design philosophy that emphasized simplicity, functionality, and the use of modern materials. Apple, known for its sleek and minimalist product designs, clearly draws inspiration from the principles of Bauhaus.Apple's design aesthetic can be traced back to the influence of Bauhaus, particularly in its focus on clean lines, geometric shapes, and the use of white space. The Bauhaus movement believed in the idea of "form follows function," which is evident in Apple's products that prioritize usability and user experience above all else.One of the key figures in Apple's design history, Jony Ive, has cited Bauhaus as a major influence on his work. Ive's designs for products like the iPhone and MacBook reflect the Bauhaus principles of simplicity and utility, with an emphasis on creating objects that are both visually appealing and practical.Overall, Apple's design philosophy shares many similarities with the Bauhaus movement, both valuing simplicity, functionality, and the use of modern materials. The influence of Bauhaus on Apple's design can be seen in its products, packaging, and even its retail stores, all of which embody the principles of the Bauhaus movement.苹果的设计和包豪斯运动之间的关系是深深交织在一起的。

设计包括知识点吗英文

设计包括知识点吗英文

设计包括知识点吗英文Design: Does it Include Knowledge Points?Introduction:Design is a creative and problem-solving process that involves the planning and execution of visual or functional elements to fulfill specific objectives. It encompasses various disciplines like graphic design, industrial design, fashion design, interior design, etc. One common question that arises is whether design includes knowledge points. This article aims to explore the relationship between design and knowledge points, discussing how design can incorporate and utilize knowledge in its practice.1. Understanding Design:Design is not merely about aesthetics and creativity. It involves a deep understanding of various factors such as user needs, market trends, technological advancements, and cultural considerations. Knowledge plays a crucial role in each stage of the design process, enabling designers to make informed decisions and create effective solutions.2. Knowledge in Design Education:Design education plays a significant role in equipping designers with the necessary knowledge and skills. Design schools and programs offer courses that cover a wide range of subjects such as art history, color theory, typography, materials science, human psychology, marketing, sustainability, etc. These knowledge points provide designers with a solid foundation to analyze, interpret, and apply relevant information in their design work.3. Research and Analysis:In design, research and analysis are fundamental steps to gather information and gain insights. Designers engage in extensive research to understand user preferences, industry trends, and competitor analysis. This research process requires designers to acquire knowledge in relevant areas, enabling them to make informed design decisions based on empirical data and facts.4. Problem-solving and Creativity:Designers are problem solvers. They need to identify and solve design challenges while considering various constraints and requirements. Knowledge serves as a valuable tool in problem-solving, allowing designers to draw from existing theories, principles, and best practices. However, creativity is also an essential aspect of design that goes beyond knowledge points. It involves thinking outside the box, proposing original ideas, and pushing the boundaries of conventional design.5. Collaboration and Communication:Designers often work in multidisciplinary teams that include professionals from different fields. Effective collaboration and communication are essential in such scenarios. Designers need to possess knowledge in related areas to effectively communicate with team members and understand their perspectives. This knowledge exchange facilitates the integration of diverse expertise, enhancing the overall design process and resulting in innovative solutions.6. Evolving Field:The field of design is constantly evolving due to technological advancements, changing consumer preferences, and emerging trends. Designers must continuously update their knowledge to stay relevant and adapt to new challenges. This includes understanding the latest design software, materials, sustainable practices, cultural shifts, and social dynamics. Being aware of these knowledge points allows designers to remain competitive and meet the ever-changing demands of the industry.Conclusion:In conclusion, design is not limited to aesthetics and creativity alone. Knowledge plays a vital role in design, enabling designers to make informed decisions and create meaningful solutions. It is through knowledge that designers understand user needs, interpret market trends, solve problems, collaborate effectively, and remain adaptable in an evolving industry. Aspiring designers should embrace and pursue knowledge in various relevant domains to enhance their skills and contribute to the field of design.。

Design considerations for space and time distributed collaborative spatial decision making

Design considerations for space and time distributed collaborative spatial decision making

Journal of Geographic Information and Decision Analysis, vol.1, no.1, pp. 1-9, 1997 Design Considerations for Space and Time Distributed Collaborative Spatial Decision MakingPiotr JankowskiDepartment of Geography, University of Idaho, Idaho, USApiotrj@Milosz StasikDepartment of Geography, University of Idaho, Idaho, USAABSTRACT The idea of GIS used by citizens in exercising democracy, dubbed public GIS, involves the use of GIS tools to help laypeople understand the spatial consequences of proposed projects and actions effecting their communities. The widening use of the Internet creates the opportunity of elevating GIS to a truly public decision making tool by making it accessible regardless of spatial and temporal constraints restricting its use. Before public GIS becomes a reality, however, empirical studies are needed to determine the feasibility of this idea. This paper presents the design of a prototype called Spatial Understanding and Decision Support System (SUDSS) that is a step towards implementing public GIS. SUDSS will be used in a series of controlled experiments in which groups of participants will collaborate on the Internet in a realistic land use zoning decision making problem in Idaho. The paper discusses system's interface design, functionality, and architectural arrangements.KEYWORDS: GIS, collaborative spatial decision makingContents1. Introduction2. Design Requirements for the Internet-based SUDSS2.1. Design Guidelines3. Design of SUDSS Prototype4. Architectural Considerations for SUDSS5. ConclusionReferences1. IntroductionThe idea of public participation in decision making concerning important societal issues has been around as long as democracy. But only recently, one can witness the rise of new and innovative methods of public participation in policy decisions affecting communities and society. One such method called the consensus conference was pioneered in Europe in the late 1980s. Introduced by the Danish Board of Technology, consensus conference is intended to stimulate the participation of citizens in understanding, intelligent social debate, and evaluation of technological issues affecting the society (Sclove 1996). The participation of laypeople in the decision making process is achieved through a carefully designed program of reading and discussion preparing citizens to render judgment during an open forum.How to facilitate public participation in decision making concerning spatial issues (e.g. noxious facility siting, environmental restoration, multiple use of natural resources) has also become a vibrant research problem in geographic information science (Couclelis and Monmonier 1995). The idea of GIS used by citizens in exercising democracy, dubbed public GIS, involves the use of GIS tools to help laypeople understand the spatial consequences of proposed projects, evaluate alternatives, and create new solutions. Since public GIS requires the collaboration of multiple participants, it has also been considered in the category of collaborative spatial decision making (CSDM) (Armstrong et al. 1996). Four different arrangements of CSDM are possible: (1) the same location and time (collaborative work using a conferencing room with a local area computer network), (2) the same location and different time (collaborative work using leave behind word processing supported by a local, or wide area computer network), (3) different locations and same time (collaborative work using interactive desktop audio and video, supported by a wide area network, a dedicated wide band-width telephone line, or a satellite link), and (4) different locations and different times (collaborative work using e-mail, wide area network, and network-resident multimedia tools). The design of a spatial decision support system for CSDM focused on the first organizational arrangement, the same location and time, was discussed in Jankowski et al.(1997). This paper explores the design considerations for collaborative spatial decision making that would enable public participation under distributed space and time (fourth arrangement).2. Design Requirements for the Internet-based SUDSSThe main purpose of designing the Internet-based SUDSS has been the development of a software prototype for a series of experiments in space and time distributed collaborative work environment. Theoretical foundations to guide such empirical research have been laid in Nyerges and Jankowski (1997). The space and time distributed environment may provide not only a public exchange forum during the exploratory stage of the decision making process but also an alternative venue to community (town) meeting. The possible advantages of the space and time distributed arrangement for CSDM over the other arrangements (especially the meeting arrangement) include the flexibility of choosing the place and time of participation and the increased sense of participation equality. During the experiments the groups of participants will use the SUDSS software prototype to work on a real world problem of land use zoning. The problem is representative of many spatial decision problems combining the issues of resource management and policy development.Based on the characteristics of the land use zoning problem and experiment participants (group members may range from advanced to novices in using spatial decision support tools and in collaborative problem solving) the following design requirements were specified:•The system should offer sufficient functionality allowing users to: (1) study and explore information about the problem, (2) generate problem solution alternatives,(3) share and discuss problem solution ideas, (4) evaluate the alternatives, (5)negotiate the alternatives, and (6) vote on the alternatives.•The system should not be restrictive, allowing the users to select tools and procedures in any order.•The interface should be both process-oriented and data-oriented allowing an equally easy access to task-oriented analytical tools as well as maps and data visualization tools.•The system should be capable of supporting both facilitated and nonfacilitated collaborative problem solving.•The system should allow work both in private and in public mode.2.1. Design GuidelinesThe design of the Internet-based spatial understanding and decision support system can be guided by holistic attributes, interface, and functionality (Silver 1991; DeSanctis 1993). Holistic attributes represented by restrictiveness, comprehensiveness, and decisional guidance describe the range of intended uses and interactions among the participants and between the software server and participants. Restrictiveness describes the level of structure embedded in the software and imposed on the problem exploration and decision making process. A more restrictive system requires the group to follow the pre-specified sequence of steps while a less restrictive system leaves the group more freedom in customizing the use of software to match a specific decision making process. Comprehensiveness expresses the richness of functions offered by the system. A more comprehensive system will be suitable for a larger number of tasks but it may also require the guidance of a facilitator. Decisional guidance is the degree to which the system directs the users to invoke the system operations. It ranges from a total lack of guidance where the users pick and choose the software options as they see fit, to a wizard-driven software providing suggestions on the next possible step.Interface can be characterized in terms of representations used by group members when interacting with the software, information exchange among group members, and the location of function controls. Representations can be process-oriented and data-oriented. The process-oriented interface emphasizes selections that offer tools and techniques used in problem-solving, e.g. GIS operations, weighting, scoring, and voting procedures. The data-oriented interface can present spatial and attribute data in the form of interactive maps, drawings, images, graphs, and attribute data tables. The information exchange can include communication between individual members (one-to-one), within the newsgroup (many-to-many), the system server and group members (one-to-many) and vice-versa (many-to-one). The object of the exchange may be restricted only to task-related information, but it may also include the expressions of group emotions, moods, and social dynamics. The location of function controls relates to the availability of controls. The function controls can be available equally to every group member or they can be restricted depending on the intended mode of system operation. If the system isintended to be used without the facilitator, the limited allocation of controls to every group member is a reasonable solution. In the context of collaborative work distributed in space and time, the limited allocation means that there are time constraints imposed on group members regarding the access to system functions. These time constraints can be used to keep collaborative work process on track. If the system requires facilitation and technical assistance, the functional controls may be allocated among group members and facilitator.Functionality of SUDSS can include basic and advanced tools for problem exploration and collaborative work. The basic tools should include the support for problem understanding, alternative generation, and alternative evaluation. These tools may be comprised of WWW pages with interactive 2-D and 3-D maps, hypertext, virtual imagery, e-mail access to problem experts to support problem understanding and learning, idea generation via mapping and text processing tools, idea organization via editing tools, evaluation of alternatives by scoring, representation of preferences by weights, and voting tools. Additionally, the basic tools should provide individual and shared map displays that support the visualization of alternative plans, background information, and spatial distributions of attributes associated with alternatives. The advanced tools should provide analytical capabilities including spatial analysis functions and sensitivity analysis.3. Design of SUDSS PrototypeIn the SUDSS prototype, similar to other decision support systems, the graphical user interface is the sole access point to communication with other group members, database, problem exploration tools, modeling tools, and generated problem solutions. Since it is our intent to create a simple to use and intuitive user interface, it is important to use publicly accepted and widely used tools. Communication tools include Hypertext Markup Language (HTML) documents as well as Simple Mail Transfer Protocol (SMTP) mail tools supporting Multipurpose Internet Mail Extension (MIME) formats. In the current prototype users are unable to use other data than those verified by the server. Also, the access to communication tools is somewhat limited. The usage of certain words suggesting out-of-subject discussion results in automatic exclusion from the discussion. The purpose of these measures is to create a controlled experiment environment. The interface design considerations were focused on the fact that predominant users of the SUDSS prototype are inexperienced in GIS modeling. Moreover, the assumption has been that some users may even have limited experience with working with the Windows environment, necessitating simplified interface design. Excess common elements such as controls, long lists of choices or options, and a nested hierarchy of windows may be a major obstacle to a new user. The user is provided with a two-level interface promising a logical, intuitive flow of system use. At the main-level the user has the ability to control the activation of more advanced modeless windows of the second level offering a full set of tools responsible for completing a specific part of the task.Figure 1 SUDSS Main-Level WindowAll major tools are assigned to six self-explanatory system functions represented by the corresponding six buttons (see Figure 1): file operation, request, communication, explore, evaluate and vote. The latter three buttons allow the user to work on the project, create problem solution alternatives, evaluate alternatives proposed by other users, and finally vote on feasible alternatives. The three buttons top-row allow the user to participate in collaborative work by providing a means of expressing opinion (communication button) and changing session constraints (request button). Users have the ability to increase the time needed to complete a task by submitting a request to the server (see Figure 2).An important issue has been how many and how advanced the second-level controls should be. The guiding design principle in this regard has been the striving for a balance between the utmost simplicity and robustness of the SUDSS prototype. The only functions where a beginner may find help necessary are in the evaluation and exploration panels. There is a certain minimum of functions that have to be implemented in the software to assure its functionality. In the case of the exploration window these are: drawing tools (simple graphical utilities), spatial analysis tools (implementation of ESRI's Map Objects), and commentary tools (allowing the attachment of short explanatory notes to the project). Implementation of simple support tools such as "tool tips", "tips of the day", and help files allows problems related to SUDSS use to be overcome. "Tool tips" seem to be an especially beneficial utility. Short notes are able to provide necessaryinformation without the technical jargon usually associated with help files.Figure 2 SUDSS User Request Window4. Architectural Considerations forSUDSSAn important practical question indesigning an SUDSS prototype hasbeen whether to develop a stand-alone tool, independent of WorldWide Web (WWW) browsersoftware (Figure 3, part A) or, to aimfor a wide range of users, creating atool that can become a part ofexisting WWW browser software(Figure 3, part B). Since the use ofWWW browsers has gained publicacceptance and has been growing atan exponential rate (by 341,634% a year according to the Internet Book Shop) there is a strong rationale to implement an SUDSS prototype as a part of a popular browser. New technologies including Microsoft Activex controls make such an implementation relatively easy. There is, however, a strong argument in favor of developing a stand-alone SUDSS prototype. A stand-alone software allows all restrictions related to WWW browser extensions and plug-in modulesto be bypassed. It also avoids the unnecessary software overhead resulting from the needto use browser software. For these reasons, the implementation of an SUDSS prototype as a WWW browser plug-in is less attractive at this point than creating a stand-alone software able to directly utilize capabilities of the TCP/IP protocol.The stand-alone SUDSS prototype has the ability to use not only the HTTP protocol (and consequently WWW) but also uses other protocols such as SMTP and FTP. Choosing TCP/IP as a network transport protocol opens the access to the Internet and thousands of servers with millions of potential users. The weakness of the TCP/IP protocol is its packet-switched architecture and the communication through Class C network connections (unreliable network service) with high residual error rate. However, without implementation of multimedia transmission (especially live) this datagram service is adequate for the needs of the SUDSS prototype.One of the most important concerns about the system architecture is data management in respect to the transmission media. The question is whether data should be distributed to users only once (Figure 4, part A) or whether they should be distributed gradually in response to the user's demands (Figure 4, part B). The first option allows the user to freely interact with the entire project database from the beginning, though it is often true that parts of the database are not used at all. This raises a concern about bandwidth and storage conservancy. The second option uses action-aware database management to diminish the amount of data transferred over the network during a collaborative meeting. The intended consequences of this option are the decrease of the server load and also the decrease of the demand on the availability of users' personal storage space.Figure 3Stand-alone SUDSS prototype (A) vs. SUDSS prototype as WWW plug-in software (B)Figure 4 A simple, one-step databasetransfer (A) vs. action-aware databasemanagement diminishing the amount ofdata transferredThe idea behind the action-aware database management isthat the user's action related tospecific objects (e.g. mapentities) invokes a backgroundrequest sent to the server todeliver database records relatedto these objects. If the initialcheck-up indicates that allrequired records have beenalready sent no further action isperformed. If an object is usedfor the first time, appropriaterecords are sent over to the user.Although, due to additional dataoverhead, the size of datatransmitted in this way is slightlylarger than the size of the samedata transferred with the entire database (Figure 4, part A), the action-aware database management may prove to be a more efficient way of using database resources. Unfortunately there are several obstacles that restrict implementation of this concept. Among the most important ones are: server processing time (time needed to process a query and prepare a set of relevant records), transfer time of data in the real life situation over a Public Switched Telephone Network (PSTN) using at best 28000 bps modem, and the need for an uninterrupted networkconnection throughout the problem exploration time. Considering the above, a full data transfer to the user is the solution implemented in the prototype version of SUDSS.The implementation of a timer function is a simple way to keep collaborative work on schedule, motivated, and effective. Every major step of the experiment project is going to have some initial time allocated. It is a challenge to the users to use this time as efficiently as possible. There are two principle design possibilities to regulate the use of time. Either a timer is hard-coded into the client software or it is activated, run, reset and stopped from the server. The first option assigns limited time resources to each task and does not take into account the dynamics of human-computer interaction. Even if the user is unable to complete a task within the time limits, there is no possible way to get additional work time. The timer implementation is in this solution problem-independent. The latter design is a more attractive alternative allowing the control over the decision making process to be left to the user and the server. It allows flexible time allocation, context-aware response to group needs and the implementation of objective time management. It is based on the constant monitoring by the server of users' behavior and their work progress. Such a design assumes, however, that the user stays on-line throughout the experiment time. Since an experiment session may last several days, the necessity to stay on-line may be unacceptable for many users. On the other hand, the lack of timer implementation in the software may result in a complete lack of synchronization and inability to continue work with the rest of the group. If the user's computer time used to control the work process differs from the time on the server this may result in significant time loss during every step of the task. In the case of large groups working under distributed time conditions the inability to adjust time as well as other settings would result in less effective collaboration. The need for a central time control mechanism allowing to make such adjustments is obvious. A reasonable solution in this case is that timer settings are set and checked explicitly from the server and - if necessary - adjusted during routine data exchange between a client and the server. Even sporadic, short connections with the server performed on a timely basis ought to be sufficient to verify accuracy and prevent any further problems.Unfortunately, when the user stays off-line for more than several hours some controls may be disabled if the timer runs out. At this point the client software will attempt to establish the connection with the server. If the timer reading on the server indicates that the user has still time to work on the current task, the client timer will be reset and controls enabled. If time has run out the user will be given a chance to continue work on the next task. However, if the user does not take any action for the time exceeding a given phase of the experiment the server will remove that person from the access list in order to keep the group motivated.The above elements will be implemented as an 'auto' facilitator function. Since the SUDSS prototype is designed to provide time-space distributed collaborative work capabilities, it is likely that human control over the experiment will be limited. It is then our goal to allow the server to control actions at any given step of the process.5. ConclusionThe idea of GIS empowering communities to participate in decision making about community pertinent problems has stimulated a number of interesting research issues. One of them is how groups of people, comprised of the diverse community members, cancollaborate outside the confines of the traditional public meeting environment to better understand and consequently propose feasible solution alternatives to a land use zoning problem. We will study this issue through a controlled experiment with groups of participants collaborating over the Internet in a time and space distributed computing environment. The participants will use a prototype of a spatial understanding and decision support system designed for the use on the Internet. The prototype provides tools for communication among group members, database access, problem exploration, spatial modeling, and the evaluation of proposed solution alternatives. The effectiveness of the prototype design will be tested and assessed in the course of the experiment. ReferencesArmstrong, M. P., Densham, P. J., Kemp, K. (1996) Report from the Specialist Meeting on Collaborative Spatial Decision Making, Initiative 17, National Center for Geographic Information Analysis, UC Santa Barbara, September 17-21, 1995. Couclelis, H., Monmonier, M. (1995) Using SUSS to resolve NIMBY: How Spatial Understanding Support System can help with the "not in my back yard" syndrome, Geographical Systems, 2, 83-101.DeSanctis, G. (1993) Confronting environmental dilemmas through group decision support systems, The Environmental Professional, 15, 207-218.Nyerges, T., Jankowski, P. (1997) Framing GIS-supported Collaborative Decision Making: Enhanced Adoptive Structuration Theory, Geographical Systems, in press. Jankowski, P., Nyerges, T. L., Smith, A., Moore, T. J., Horvath, E. (1997) Spatial Group Choice: A SDSS tool for collaborative spatial decision making, International Journal of Geographical Information Systems, in press.Sclove, R. E. (1996) Town Meetings on Technology. Technology Review, July 1996: 25-31.Silver, M. S. (1991) Systems that support decision makers: description and analysis. New York: John Wiley.The Internet Book Shop at:/69656999/INFOPACK/growth.htm.JGIDA vol.1, no.1JGIDA Home。

The Science of Spacesuit Design

The Science of Spacesuit Design

The Science of Spacesuit DesignSpacesuits are crucial pieces of technology that enable astronauts to survive and thrive in the harsh environment of space. The science behind spacesuit design is a fascinating and complex field that involves a combination of engineering, materials science, and human physiology.One of the key factors in spacesuit design is the need to provide a pressurized and oxygenated environment for astronauts to breathe and operate in. This requires the spacesuit to be carefully sealed to prevent leaks and to be constructed from materials that can withstand the extreme temperature changes and radiation levels of space. Additionally, the spacesuit must be able to protect astronauts from micrometeoroids and other debris that could pose a threat to their safety.Another important consideration in spacesuit design is mobility. Astronauts need to be able to move freely and easily while wearing their spacesuits in order to perform tasks such as conducting experiments, repairing equipment, and exploring the surface of other planets. Designing a spacesuit that allows for this level of mobility while still providing the necessary protection and life support is a significant challenge for engineers.In addition to these practical considerations, spacesuit design also takes into account the psychological and physiological needs of astronauts. Spending long periods of time in a spacesuit can be physically and mentally demanding, so designers must ensure that the suit is comfortable, ergonomic, and conducive to the overall well-being of the wearer. Factors such as temperature regulation, moisture control, and waste management are all important aspects of spacesuit design that must be carefully considered.One of the latest advancements in spacesuit design is the development of so-called "smart" spacesuits that incorporate technology such as sensors, cameras, and communication systems to enhance the capabilities of astronauts while in space. These smart spacesuits can help astronauts monitor their vital signs, navigate their surroundings, and stay in communication with mission control on Earth, making them even more effective and efficient in their work.Overall, the science of spacesuit design is a multifaceted and dynamic field that continues to evolve as technology advances and our understanding of space exploration grows. By combining expertise in engineering, materials science, and human factors, designers are able to create spacesuits that are not only functional and practical, but also comfortable, safe, and supportive of the physical and mental well-being of astronauts. As we look to the future of space exploration, spacesuit design will continue to play a crucial role in enabling humans to venture further into the cosmos and expand our knowledge of the universe.。

异步传输方式在iec60870-5-104规约中的应用

异步传输方式在iec60870-5-104规约中的应用

171无线互联科技技术应用·异步传输方式在IEC60870-5-104规约中的应用夏 焱 朱 岩(南京理工大学自动化学院,江苏 南京 210094)摘 要:为了满足配电网自动化中高容量数据存储、高速率数据通信的通信要求,根据异步传输的特点,结合IEC60870-5-104协议的参考模型,提出了异步传输方式在IEC60870-5-104规约中的应用设计。

软件部分以.NET为平台,采用C#语言设计异步回调方法,结合多线程,实现数据传输,并快速、实时响应主站操作。

结果表明,使用异步传输方式,可以满足系统的实时性,快速性,有效性。

关键词:IEC60870-5-104;异步传输;配电自动化;回调;多线程作者简介:夏焱(1989-),男,江苏连云港人,硕士,研究方向:无线监控系统、计算机网络通信;朱岩(1962-),男,江苏南京人,副教授,研究方向:广域监控系统技术、集散监控系统技术、计算机网络技术应用、无线通信技术应用。

随着世界电力系统的飞速发展,电力技术日新月异,IEC60870-5-104规约也应运而生。

IEC60870-5-104远动规约主要应用于调度主站与RTU之间的数据传输。

它将IEC60870-5-101的应用层与TCP/IP网络传输层相结合,在确保规约标准化的同时也保证了通信的实时性和可靠性。

1 异步传输与同步传输要点1.1 异步传输(Asynchronous Transmission)异步传输是将数据(BIT)先分成若干个部分再进行传输。

发送端发送数据是随机的,可以在任意时刻发送,所以接收方不能准确的计算出数据何时会到达。

在异步传输模式中,需要在待传送字符码前添加起始位,用来表示字符码传输的开始;而在字符码后面同样需要添加1-2个停止位,用来表示字符结束。

通过起始位和停止位,接收方便可以判断出一个新字符是否开始或结束,最终使得发送方与接收方达到同步[1]。

1.2 同步传输(Synchronous Transmission)同步传输是把字符组合起来一并发送,同样的,每个字符都需要加上起始位和停止位。

土木工程外文原文

土木工程外文原文

Direct Displacement –Based Seismic Designof Reinforced Concrete Arch BridgesEasa Khan 1;Timothy J.Sullivan 2;and Mervyn J.Kowalsky 3Abstract:This paper extends the direct displacement –based design (DDBD)procedure,which was developed for buildings and conventional bridges,to the special case of RC deck arch bridges.New design expressions are formulated for the yield drift and deformation capacity of bridge piers seated on arches.The proposed methodology is applied to three case study deck arch bridges in both the longitudinal and transverse directions,and the designs are validated by nonlinear time-history analyses.The results indicate that the proposed methodology is capable of capturing the deck displacement and pier chord rotation within a reasonable degree of accuracy,although the response of the arch bridge is complex and can be affected by higher modes.The research reveals that the arch displacement may be underestimated by the DDBD procedure,but because the arch displacements are very small in comparison with the deck displacement,the DDBD procedure is still successful in controlling peak chord rotation demands on the bridge piers.DOI:10.1061/(ASCE)BE.1943-5592.0000493.©2014American Society of Civil Engineers.Author keywords:Direct displacement –based design;Seismic design of deck arch bridge;Nonlinear time-history analyses.IntroductionBecause an arch resists gravity loads in compression,a RC arch bridge can be seen as an elegant and effective means of bene fitting from the high compression strength of concrete.The concrete arch bridge has a history of more than 200years (Chen and Ye 2008;Radic et al.2008);however,there were few RC arch bridges constructed until the end of nineteenth century.In the twentieth century,with the development of high-strength materials and erection technologies,large-span RC arch bridges were constructed.Concrete arch bridges can be classi fied into three main forms:deck arch,light deck arch,and half-through arch (Chen 2008).Among these types,the deck arch bridge (Fig.1)is the most commonly used and is the main focus of this study.The arch of deck arch bridges can be realized using different cross-sectional con figurations;single or multicell box sections,box ribs,solid sections,and concrete-filled steel tubes (Chen and Ye 2008).Box cross sections and box ribs are much more popular for use in concrete arch bridges because of their excellent rigidity and capacity of resisting bending,especially for long span bridges.The piers of deck arch bridges are realized either with pairs of compact rectangular RC columns aligned along each edge of the deck or rectangular wall-type piers arranged with their long axis in the transverse direction of the deck.This paper focuses principally on deck arch bridges with pairs of rectangular piers,but these situations should also be applicable to bridges with wall-type piers.Regardingthe arch axis,most existing bridges have adopted catenary curves as their axis,whereas others use parabolic curves.Statistics (Chen and Ye 2008)demonstrate that most bridges have a rise-to-span ratio between 1:5and 1:8,with 1:6being the most common ratio.To reduce the height of the spandrel columns (columns resting on the arch),a smaller rise-to-span ratio is an advantageous choice in deck arch bridges (Chen and Ye 2008).The Wanxian Yangtze River Bridge,with a clear span of 420m,is a good example of a deck arch bridge.Seismic design guidelines with speci fic indications for deck arch bridges appear to be relatively limited.There are,however,several publications in the literature that report on the seismic design and analysis of real deck arch bridges (Kawashima and Mizoguchi 2000; Zderi c et al.2007;Savor et al.2008;Franetovi c et al.2011).Current seismic design practice for such bridges appears to use the modal response spectrum method (with pushover analyses sometimes being used to assess performance).The writers did not find clear indications in their review of the literature as to what the preferred inelastic mechanism should be for RC deck arch bridges.Given the important role of the arch and deck to the gravity-load –resisting system,and the dif ficulty in repairing such elements,it is recom-mended that these elements be designed to remain elastic,using a suitable capacity design philosophy.In contrast,a ductile plastic mechanism for a deck arch bridge could be provided by flexural yielding of the RC piers;this tends to be the preferred mechanism for more traditional RC bridges (Priestley et al.1996;Kowalsky 2002).In the bridge con figuration in Fig.1,it is clear that pier heights vary considerably along the length of the bridge.The short piers atop the arch should be expected to possess only limited deformation capacity and could be critical to the bridge performance (Franetovi c et al.2011).To ensure adequate performance of these piers,three possibilities could be considered:(1)release the piers from the deck in the longitudinal direction so they are not subject to large de-formation demands (Savor et al.2008);(2)insert seismic isolation devices between the piers and the deck to transfer a limited amount of lateral load to the piers;or (3)detail the piers to respond in elastically in flexure by specifying a minimum pier aspect ratio of 3.0,together with adequate transverse reinforcement,and then provide the bridge1Ph.D.Student,North Carolina State Univ.,Raleigh,NC 27695-7908(corresponding author).E-mail:ekhan2@ 2Assistant Professor,Dept.of Civil Engineering and Architecture,Univ.of Pavia,27100Pavia,Italy.E-mail:timothy.sullivan@unipv.it 3Professor of Structural Engineering,North Carolina State Univ.,Raleigh,NC 27695-7908.E-mail:kowalsky@Note.This manuscript was submitted on July 16,2012;approved on March 22,2013;published online on April 1,2013.Discussion period open until June 1,2014;separate discussions must be submitted for individ-ual papers.This paper is part of the Journal of Bridge Engineering ,Vol.19,No.1,January 1,2014.©ASCE,ISSN 1084-0702/2014/1-44–58/$25.00.44/JOURNAL OF BRIDGE ENGINEERING ©ASCE /JANUARY 2014D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y W U H A N U N I VE R S I T Y OF T E C H N O L OG Y o n 01/09/14. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .suf ficient lateral strength and stiffness to limit the deformation demands on the piers to acceptable values.The bene fit of the first solution is that damage to the short piers can be avoided,but the tradeoff is that the deck has much less restraint in the longitudi-nal direction.Consequently,large longitudinal movements must be accommodated at the abutments.To limit longitudinal movements for the Krka River Arch Bridge,Savor et al.(2008)reported that dampers were installed between the deck and abutments.The second solution is also viable,but the cost and expertise required for the use of isolation devices can be discouraging.The third solution requires only standard construction technology and takes advantage of the naturally high stiffness offered by the arch.In addition,the energy dissipated by the yielding piers helps mitigate the longi-tudinal displacements of the deck,as evident in the following summary of design results.Although concrete spalling and inelastic demands on the piers are likely to mean that repairs would be required after an intense earthquake event,the possibility of such losses may be deemed acceptable to the bridge owner if it means lower initial construction costs.With the preceding comments in mind,this paper investigates the extension of the direct displace-ment –based seismic design (DDBD)procedure by Priestley et al.(2007)to deck arch bridges in which piers are detailed to allow inelastic response.Fundamentals of Direct Displacement–Based Design The DDBD procedure,developed principally by Priestley et al.(2007),aims to overcome de ficiencies and limitations with tradi-tional force-based code methods.This procedure provides a means of design for a structure to reach a predetermined displacement when subject to an earthquake that is consistent with design-level seismic intensity.In contrast to a force-based design approach,DDBD attempts to design a structure that would achieve,rather than be bounded by,a given performance limit state under a given seismic intensity.This potentially permits the realization of uniform-risk structures,which is philosophically compatible with the uniform-risk seismic spectrum incorporated into most design codes.The DDBD procedure is well developed for many structural types,such as RC,masonry,and timber buildings,as well as traditional RC bridges.Interested readers should refer to the text by Priestley et al.(2007)or the model code for DDBD (Sullivan et al.2012)for more details.This section of the paper provides a brief overview of the methodology,and the next section details a means of extending it to deck arch bridges.The fundamental concepts of the DDBD procedure are illustrated in Fig.2,which makes reference to a frame building,but the same approach applies for bridges.DDBD is a response spectrum –based approach.It differs from traditional response spectrum methods because it uses the substitute structure concept developed by Gulkan and Sozen (1974)and Shibata and Sozen (1976).This conceptrepresents the response of a multidegree-of-freedom (MDOF)non-linear system with an equivalent linear single-degree-of-freedom (SDOF)system [Fig.2(a)],which are characterized by an equivalent elastic secant stiffness to the maximum response point [Fig.2(b)]and a consistent equivalent viscous damping value that is dependent on the expected ductility demand [Fig.2(c)].In addition,seismic hazard is represented using the displacement response spectrum [Fig.2(d)],rather than the acceleration response spectrum,because the objective of the design procedure is to limit the displacements.The DDBD procedure starts by identifying the design displace-ment,D d ,which will satisfy one or more criteria for the performance level under consideration,with possible consideration of material strain limits,displacement ductility demands,or code-speci fic drift ratios.By computing the ductility demand at the design displace-ment limit,an equivalent viscous damping value,j eq ,is obtained [Fig.2(c)]and used to scale the elastic design displacement spectrum to the design damping value.Priestley et al.(2007)recommend the use of the following damping-dependent scaling factor,which can be found in Eurocode 8[European Committee for Standardization (CEN)1998]:h ¼0:070:02þj eq!0:5(1)The displacement response spectrum is entered with the design displacement to the intersection with the appropriately damped re-sponse curve and to find the required effective period,T e ,as shown in Fig.2(d).This is then used together with the effective mass,m e ,of the SDOF system to obtain the required effective stiffness,K e ,as shown in Eq.(2)K e ¼2pT e2m e (2)The design base shear is then found by multiplying the effective stiffness by the design displacement,as shown in Eq.(3)V b ¼K e D d(3)If P -D effects are signi ficant,they can also be accounted for through an additional base shear component,but this term is omitted here for simplicity.The design base shear is then distributed to the structure as a set of equivalent lateral forces,F i ,given by Eq.(4),and analysis is undertaken to obtain the required strengths of the plastic hinge regionsF i ¼m i Di P n i ¼1i D iV b(4)Fig.1.Elevation and section view of a typical RC deck arch bridge:(a)elevation view;(b)section A-AJOURNAL OF BRIDGE ENGINEERING ©ASCE /JANUARY 2014/45D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y W U H A N U N I VE R S I T Y OF T E C H N O L OG Y o n 01/09/14. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .where n 5total number of lumped mass locations;and m i and D i 5mass and displacement at point i of the MDOF structure,respectively.Indications as to how to set the displacement pro file are provided in the step-by-step design procedure described in the next section.Capacity design procedures should then be implemented to ob-tain design forces for all capacity design protected members and actions.The procedure is therefore relatively simple,with the main challenge being identi fication of the equivalent SDOF system properties.One of the main objectives of this paper is to show whether the DDBD procedure proposed by Priestley et al.(2007)could be extended to arch bridge structures,as it could be expected that the complex higher mode response of arch bridges may require something other than a simpli fied single mode procedure.In the following sections,an approach for DDBD of deck arch bridges is proposed for the transverse and longitudinal excitation directions.In the last part of the paper,the promising performance of the new methodology is illustrated through examination of three different case study bridges.Direct Displacement –Based Design of Deck Arch BridgesThe proposed DDBD procedure for RC deck arch bridges is described separately for the transverse and longitudinal response directions in the following subsections.The design in the transverse response di-rection is arguably more challenging because of uncertainty in thedisplaced shape of the bridge,but the same general procedure illus-trated in the flowchart of Fig.3is applicable in both excitation directions.The procedure is an extension of the methodology for traditional MDOF bridges developed by Calvi and Kingsley (1995),Kowalsky (2002),and Priestley et al.(2007),with speci fic mod-i fications required to account for the effects of the arch.Direct Displacement–Based Design of Deck Arch Bridges in the Transverse DirectionThe DDBD procedure of Fig.3is explained step-by-step for the transverse response direction.Step 1:Choose Inelastic Displacement Pro file and Internal Force DistributionGiven that the displacement pro file is required to convert the MDOF bridge into an equivalent SDOF system,the first step is to choose the inelastic displacement pattern.This involves hypothesizing the lo-cation of the critical element,which is likely to be the shortest piers because the inelastic action is assumed to be con fined to the columns of the bridge.For the transverse response direction,both the deck and arch could be expected to deform laterally and twist (Fig.4).The location of the critical pier,for the de finition of the target displacement,will depend on the relative deformations of the deck and arch.The fundamental mode shape determined from the modal analysis is used here,instead of the effective mode shape procedure for multispan bridges as suggested by Kowalsky (2002)and Dwairi and Kowalsky (2006),to determine the deformed shape of the deck and arch,and the twist of the arch at location of piers.ThisfundamentalFig.2.Fundamentals of DDBD by Priestley et al.(2007):(a)SDOF simulation;(b)effective stiffness K e ;(c)equivalent damping versus ductility;(d)design displacement spectra46/JOURNAL OF BRIDGE ENGINEERING ©ASCE /JANUARY 2014D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y W U H A N U N I VE R S I T Y OF T E C H N O L OG Y o n 01/09/14. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .mode shape is then used to calculate the relative deformation of the deck and arch for the assumed pinned restraint abutments in the transverse direction.However,an iterative approach is likely needed to gauge the relative deformations of the deck and the arch,which will depend on the proportions of the total base shear that they carry.The deformation capacity of the critical pier will depend on the detailing and general loading conditions.However,a chord rotation limit of 3%,as recommended in Sullivan et al.(2012),should be suitable for a repairable damage limit state.With the chord rotation capacity of the critical pier known,the displacement pro file is then set by scaling the assumed displaced shape of the deck and arch and twist of the arch,such that at least one pier reaches its limit state deformation (3%chord rotation).Thus,the final inelastic displacement pro file (of both the arch and the deck)is obtained through an iterative procedure in which the assumed displacement pro file is used via the DDBD procedure (Steps 2to 5)to obtain an initial design base shear [Eq.(3)].This design base shear is then distributed as a set of equivalent lateral forces [Eq.(5)]to a model of the structure characterized with effective stiffness properties.As explained in Steps 6and 7,the displacements obtained from the static analysis of the bridge under the set of equivalent lateral forces is compared with the initially assumed dis-placement pro file,and if the differences are negligible,the assumed displacement pro file is valid.If not,the assumed displacement pro file is updated and iterations are undertaken until convergence.In addition to the displacement pro file,Fig.3indicates that the designer should also choose an internal force distribution,because this will be useful for determination of the system damping in Step 3.At the initial stage of design,the internal force distribution isnotFig.3.Flowchart of DDBD procedure for deck arch bridgesJOURNAL OF BRIDGE ENGINEERING ©ASCE /JANUARY 2014/47D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y W U H A N U N I VE R S I T Y OF T E C H N O L OG Y o n 01/09/14. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .known.However,a set of equivalent lateral forces acting at the deck and arch levels for a unit base shear,V b ,unit ,can be approximated,decomposing Eq.(4)to distinguish between the seismic masses at deck and arch levels,as shownF arch,j ¼m arch,j D arch,j P n i ¼1m i i V b ,unitF deck,k¼m deck,k D deck,kP ni ¼1m i D iV b ,unit (5)where F arch,j 5equivalent lateral force for unit base shear;m arch,j 5mass;D arch,j 5displacement at location j of the arch;F deck,k 5equivalent lateral force for unit base shear;m deck,k 5mass;and D deck,k 5displacement at location k of the deck.The denominator refers to the mass,m i ,and displacement,D i ,of point i ,with sum-mation over all n mass locations (where n 5j 1k ).To gauge the fundamental mode proportions of base shear,it is assumed that a percentage,x ,of the deck-level shear is taken by the abutments,and the rest of the shear force is resisted by the piers.The shear carried by the arch will then be the sum of the forces at the arch level and the shear force transferred by the piers resting on the arch.Thus,the shear force proportions (i.e.,for a unit base shear force)taken by the abutments,piers,and arch are given by Eqs.(6)–(8),respectivelyV Abt,R ¼x P r k ¼1F deck,k(6)V PR ,i ¼Q P ,i =D PR ,iP n i ¼1Q P ,i PR ,i!ð12x ÞP r k ¼1F deck,k(7)V arch,R ¼P q j ¼1F arch,j þPPiers :on :archV PR ,i (8)where D PR ,i 5(relative)displacement imposed on pier i ;and Q P ,i 5relative work done of pier i and can be found fromQ P ,i ¼a PH P ,iD PR ,i ðductile column ÞQ P ,i¼a P m P ,i P ,iD PR ,i ðelastic column Þ(9)where a p 5flexural strength ratio (i.e.,pier strength normalized bya reference value).The strength of the piers is a design choice and can initially be obtained by simpli fied calculations or by performing moment curvature analysis with a trial reinforcement content and an axial load calculated from static load at the base of the pier (because the plastic hinge forms at the pier base).m p ,i is the ductility demand for the piers that respond elastically and should adopt values of less than 1.0to indicate the fraction of strength expected to develop in the pier.From the preceding,there may be doubts as to how to initially estimate an appropriate internal force distribution,particularly given that the proportion of lateral force carried by the abutments will depend on the degree of abutment restraint and the relative stiffness of the piers,deck superstructure,and arch.However,for the three different arch bridges examined in this paper,it was assumed ini-tially that 50%of the base shear was carried by the abutments (i.e.,x 50:5),and only two or three iterations (Step 7)would then be required to arrive at stable final values.Step 2:Determine Equivalent SDOF System Displacement and Effective MassThe equivalent SDOF properties are estimated in line with the standard substitute structure approach used in DDBD (Priestley et al.2007).The system design displacement is obtained as D d ¼P n i ¼1m i D 2i P n i ¼1m i D i ¼P q j ¼1m arch,j D 2arch,j þP r k ¼1m deck,k D 2deck,k P q j ¼1m arch,j D arch,j þP rk ¼1m deck,k D deck,k(10)Fig.4.Displaced shape of a typical deck arch bridge excited in the transverse and longitudinal direction:(a)elevation of the bridge (solid lines represent the undeformed shape,whereas dotted lines represent longitudinal displaced shape of the bridge);(b)section view of transverse displaced shape;(c)plan view of transverse displaced shape48/JOURNAL OF BRIDGE ENGINEERING ©ASCE /JANUARY 2014D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y W U H A N U N I VE R S I T Y OF T E C H N O L OG Y o n 01/09/14. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .where m i and D i 5seismic mass and displacement of degree of freedom i ,where there are a total number,n ,of degrees of freedom in the bridge in the transverse direction.In the expanded version of the equation,j and k represent the degrees of freedom of the arch and deck subsystems,and q and r represent the number of lumped mass positions at the arch and deck levels,respectively.Note that to assist with evaluation of the system equivalent viscous damping (Step 3),the characteristic displacements of the deck and arch can also be evaluated as perD arch ¼P qj ¼1m arch,j D 2arch,j P qj ¼1m arch,j D arch,jD deck¼P r k ¼1m deck,k D 2deck,k P rk ¼1m deck,k D deck,k(11)The system effective mass,m sys ,for the substitute structure par-ticipating in the fundamental transverse mode of vibration is obtained asm sys ¼Pni ¼1m i D i2P n i ¼1m i D 2i¼Pqj ¼1m arch,j D arch,j þP rk ¼1m deck,k D deck,k2P q j ¼1m arch,j D 2arch,jþP rk ¼1m deck,k D 2deck,k(12)where the nomenclature is the same as that used in Eq.(10).Step 3:Estimation of Pier Ductility Demands and the System Equivalent Viscous DampingAs explained in the “Introduction,”the design objective is for the deck and arch to remain elastic during the seismic response.Therefore,only the ductility demands on the piers need to be es-timated to establish the equivalent viscous damping for the bridge system.The ductility demand on each pier can be found by dividing the design displacement of the pier by the pier ’s yield displacement.The yield displacement of a cantilever pier can be obtained using Eq.(13),where the nominal yield curvature,f y ,can be approxi-mated by Eq.(14)(Priestley et al.2007)D y ¼f y H 2p3ðsingle bending Þ(13)f y ¼2:1ɛy Dðrectangular RC members Þ(14)where H p 5pier height;ɛy 5yield strain of longitudinal re-inforcement;and D 5section depth in the direction of ter in this paper,a series of case study bridges possessing an open section deck superstructure are considered.Because the tor-sional stiffness of open deck superstructures can be ignored as per Eurocode 8(CEN 2005),the idealization of cantilever piers is reasonable,because the pier tops are pinned to the deck super-structure.Therefore,Eq.(13)should be used for calculation of yield displacement.However,if the torsional stiffness of the deck su-perstructure is as large as shown in Fig.5,then the torsional stiffness of the bridge deck will offer some flexural restraint to the top of the piers,particularly if multiple bearings are used on top of a single large pier,even if pinned connections are intended.For such cases,the effective cantilever height,shown in Fig.5for a bridge withsingle wide pier,should be initially estimated and later checked following the structural analyses of Step 6.The chord rotation at yield should then be calculated asu y ,i ¼f y ,i H CF ,i3(15)and consequently,the yield displacement of the pier is approximated asD y ,i ¼f y ,i H CF ,i H P ,i(16)As shown in Fig.5,local rotations of the arch,u arch,i ,immediately below the pier will tend to increase the apparent drift capacity.Accounting for this,the ductility demand on a pier supported by the arch can be approximated asm i ¼D PR ,i D y ,i(17)where the relative displacement demand on the pier,D PR ,i ,is given byD PR ,i ¼D deck,i 2ÀD arch,i þu arch,i H P ,i Á(18)and where D deck,i 5design displacement of the deck;D arch,i 5designdisplacement of the arch;and H p ,i ,5height of the pier at point i .To estimate the equivalent viscous damping (j P )for individual piers,the empirical relation provided by Eq.(19)(Priestley et al.2007)can be used.This equation assumes Takeda thin hysteretic behavior and has been calibrated to match the results of nonlinear time-history (NLTH)analyses (Priestley et al.2007)j p ,i¼5þ44:4m i 21m i pð%Þ(19)Fig.5.Moment distribution and analysis considerations for a single pier located between the arch and deck of a deck arch bridge [adapted from Sullivan et al.(2012)]JOURNAL OF BRIDGE ENGINEERING ©ASCE /JANUARY 2014/49D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y W U H A N U N I VE R S I T Y OF T E C H N O L OG Y o n 01/09/14. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .With the damping values for individual piers calculated from Eq.(19)and with knowledge of the deck and arch displacement components [Eq.(11)]and shear proportions [Eqs.(6)–(8)],a system damping value can be found by weighting individual damping components using j sys¼P ni ¼1Q i j i P ni ¼1Q i¼V abts D deck j ss þV arch,R D arch j arch þPPiers V PR ,i D PR ,i j p ,iV abts D deck þV arch,R D arch þP Piers V PR ,i D PR ,i(20)where the pier damping components are obtained from Eq.(19),and the abutment and/or superstructure damping,j ss ,and arch damping,j arch ,can typically be taken as 5%.Eq.(20)is an ap-proximation of the elastic-strain energy approach proposed by Shibata and Sozen (1976)and the work proportion approach of Kowalsky (2002).The work proportion approach does not consider the effect of arch and deck rotations,nor does it consider shear or axial deformations of the piers.The design procedure proposed here assumes that the effects of rotational inertia do not need to be explicitly evaluated.Step 4:Computation of the Effective Period from the Design Displacement SpectrumThe system design displacement (D d )is used to obtain the effective period (T eff )of the structure from the design displacement spectrum scaled [by Eq.(1)]to the system equivalent viscous damping value (j sys ),in line with the standard DDBD procedure.Step 5:Identi fication of the Required Design Base ShearThe effective stiffness (K eff )and the design base shear (V b )is then computed using Eqs.(2)and (3),reproduced here for convenience as Eq.(21)K eff ¼2p T eff2m sysV b ¼K eff D d(21)Step 6:Analysis of the Structure under the Design ForcesWith the design base shear known,a linear static analysis of the structure is then undertaken using a set of equivalent lateral forces obtained in accordance with Eq.(4).When modeling the structure for this static analysis,the elements should be modeled with their effective stiffness.As such,the structural model can use line elements with the superstructure and arch section properties de fined elastically (with cracked section properties if cracking is to be expected),but the piers should be modeled with a reduced effective (secant)stiffness.The most rigorous means of doing this is to insert a rotational release at plastic hinge loca-tions,together with an applied moment equal to the design strength of the hinge and acting against the set of equivalent lateral forces (Priestley et al.2007).Alternatively,piers can be modeled with a beam element characterized by a reduced ef-fective stiffness determined by multiplying Eq.(7)by the total design base shear of the bridge structure computed from Eq.(21),and then dividing by the pier relative displacement demand [from Eq.(18)]as shownK eff,i ¼V P ,i PR ,i(22)Structural analyses are undertaken to identify the displacement pro-files of the deck and arch,as well as the internal force distribution.Step 7:Iteration and Convergence of the Design Procedure At this stage of the design,checks should be made and iterations may be required,because at the beginning of the design process two important assumptions were made.First,the displacement pattern of the deck and arch were assumed,and second,the internal force distribution was assumed.By revising these assumptions against the results from Step 6,the design process can be repeated,and once the displacement patterns and internal force proportions obtained from the elastic analyses match the design assumptions,the DDBD pro-cedure is complete.As mentioned earlier,a maximum of two or three iterations is typically required for the type of arch bridges examined here.However,it is also the writers ’experience that if the abutments are allowed to yield (something that is not recommended),the number of iterations required can increase signi ficantly.Step 8:Capacity DesignThe DDBD is based on controlling the response of the fundamental mode of vibration and does not explicitly evaluate higher modes since these are assumed to have little in fluence on bridge displace-ments.Higher mode effects are,however,expected to have a sig-ni ficant impact on the internal forces,and therefore,they should be evaluated together with the effect of possible member overstrength as part of a rigorous capacity design procedure.The provision of recommendations for capacity design of arch bridges is outside the scope of this paper.However,as recommended by Sullivan et al.(2012),accurate capacity design actions could either be identi fied by running NLTH analyses or using effective modal superposition analyses.For NLTH analyses,the pier strengths are set to match the values obtained from DDBD,as discussed in the section describing the modeling and analysis procedure.The effective modal superpo-sition procedure is similar to traditional modal analysis,except that effective stiffness properties are used for eigenvalue analyses,and the first mode actions are taken from the DDBD procedure.Interested readers should refer to the detailed descriptions provided in Priestley et al.(2007)or Sullivan et al.(2012).Direct Displacement–Based Design of Deck Arch Bridges in the Longitudinal DirectionIn the longitudinal response direction,it is assumed that the deck will be free to slide at abutment locations and that the lateral resistance is provided by the piers and the arch.The same design procedure presented in Fig.3is followed for the longitudinal direction;however,the design procedure is expected to converge faster than the transverse direction because of the assumption made for the transverse direction (ratio of the lateral force taken by the abutment is zero for the longitudinal direction since the abutment is free with negligible friction).In traditional RC bridges,the longitudinal de-sign is further simpli fied by the fact that the design displacement can be considered equal at all piers.The guidelines by Priestley et al.(2007)can be used,and therefore,no iteration is required for the convergence of the design procedure,if the piers dimensions and restraint conditions are the same.However,for deck arch bridges,the arch displacement in the longitudinal and vertical directions com-plicates matters because this causes unequal displacement demands on the bridge piers [Fig.4(a)].Consequently,the same procedure used to determine the inelastic displacement pattern in the transverse50/JOURNAL OF BRIDGE ENGINEERING ©ASCE /JANUARY 2014D o w n l o a d e d f r o m a s c e l i b r a r y .o r g b y W U H A N U N I VE R S I T Y OF T E C H N O L OG Y o n 01/09/14. C o p y r i g h t A S C E . F o r p e r s o n a l u s e o n l y ; a l l r i g h t s r e s e r v e d .。

苹果的设计和包豪斯的关系英语作文

苹果的设计和包豪斯的关系英语作文

苹果的设计和包豪斯的关系英语作文The relationship between Apple's design and Bauhaus can be traced back to the influence of Bauhaus principles on modern design aesthetics. Bauhaus, a German art school founded in the early 20th century, promoted a minimalist and functional approach to design, emphasizing the use of clean lines, simple forms, and a focus on function over ornamentation.Apple's design philosophy, particularly under the leadership of Steve Jobs, has been heavily influenced by Bauhaus principles. Apple products are known for their sleek, minimalist designs, with an emphasis on simplicity, functionality, and user experience. The use of clean lines, minimalistic forms, and attention to detail in Apple's products reflects the Bauhaus ethos of form following function.Furthermore, Bauhaus's emphasis on the integration of art, technology, and craftsmanship is also evident in Apple's approach to design. Apple products are not only functional but also aesthetically pleasing, blurring the lines between technology and art. This holistic approach to design, where form and function are seamlesslyintegrated, is a fundamental principle shared by both Bauhaus and Apple.In conclusion, Apple's design philosophy shares a strong connection with the principles of Bauhaus, both emphasizing simplicity, functionality, and the integration of art and technology. This influence has contributed to Apple's reputation for innovative and aesthetically pleasing products that resonate with users around the world.中文翻译:苹果的设计与包豪斯之间的关系可以追溯到包豪斯原则对现代设计美学的影响。

Performance-Based Seismic Design Criteria For Bridges

Performance-Based Seismic Design Criteria For Bridges

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Performance-Based Seismic Design Criteria For Bridges
Notations 16.2 Introduction
Damage to Bridges in Recent Earthquakes • No-CollapseBased Design Criteria • Performance-Based Design Criteria • Background of Criteria Development General • Safety Evaluation Earthquake • Functionality Evaluation Earthquake • Objectives of Seismic Design Load Factors and Combinations • Earthquake Load Load • Buoyancy and Hydrodynamic Mass Existing Materials • New Materials Analysis Methods • Modeling Considerations Limit States and Resistance Factors • Effective Length of Compression Members • Nominal Strength of Steel Structures • Nominal Strength of Concrete Structures • Structural Deformation Capacity • Seismic Response Modification Devices General • Structural Component Classifications • Steel Structures • Concrete Structures • Seismic Response Modification Devices

新加坡设计感想作文英文

新加坡设计感想作文英文

新加坡设计感想作文英文Walking through the streets of Singapore, I couldn't help but be amazed by the unique blend of modernity and tradition in the city's architecture. The sleek skyscrapers towering over traditional shophouses create a fascinating juxtaposition that is truly one-of-a-kind.The attention to detail in Singaporean design is truly impressive. From the intricate carvings on the temples to the sleek lines of the modern buildings, every element seems to have been carefully thought out and executed with precision.One thing that struck me about Singaporean design is the emphasis on sustainability. Many buildings incorporate green spaces and eco-friendly features, showcasing a commitment to both aesthetics and environmental responsibility.The vibrant colors and bold patterns used inSingaporean design add a sense of energy and liveliness to the city. From the colorful murals adorning the walls to the vibrant textiles in the markets, there is a sense of creativity and playfulness in every corner of Singapore.Overall, Singaporean design is a true reflection of the city itself dynamic, diverse, and constantly evolving. Itis a testament to the rich cultural heritage and innovative spirit of the people who call this vibrant city home.。

生活中符合21条设计原则的例子

生活中符合21条设计原则的例子

英文回答:In my daily life, I often encounter many examples ofpliance with 21 design principles。

In the kitchens of the home, the temperature control buttons in the oven are designed to be intuitive and easy to operate, consistent with the visualization and feedback in the design principles。

When the temperature of the oven needs to be regulated, changes in temperature can be seen intuitively only through a rotating button, while the sound alarm operation of the thorium is heard to be effective。

This design not only facilitates the operation of cooking, but also ensures accurate and reliable temperature control。

This concept of design permeates our daily lives and is a tangible manifestation of the service that our party actively advocates for, and the advancement of science and technology。

在我日常生活中,经常会遇到许多符合21条设计原则的例子。

大理大学英语作文

大理大学英语作文

大理大学英语作文As the sun dips below the horizon, casting a warm glow over the campus of Dali University, one cannot help but be captivated by the serene beauty and vibrant academic atmosphere that this institution exudes. Nestled in the picturesque city of Dali, in China's southwestern Yunnan province, the university is not only a beacon of higher education but also a cultural melting pot that attracts students from all corners of the globe.The campus itself is a testament to modern architecture, with state-of-the-art facilities that cater to the diverse needs of its student body. Classrooms are equipped with the latest technology, and the library houses an extensive collection of books and digital resources that span a wide range of disciplines. Yet, it is the natural beauty that surrounds the university that truly sets it apart. The lush gardens, tranquil lakes, and the majestic Cangshan Mountains that loom in the background provide an idyllic setting for intellectual pursuits and personal growth.Academically, Dali University is renowned for its programs in fields such as biology, environmental science, and cultural studies. The university's commitment to research and innovation is evident in the numerous projects and collaborations it undertakes with both national and international partners. Students are encouraged to think critically, engage in hands-on learning, and contribute tothe body of knowledge in their respective fields.Cultural exchange is an integral part of the Dali University experience. The university hosts a variety of events throughout the year, including cultural festivals, language workshops, and international conferences. These events not only enrich the campus life but also provide students with the opportunity to interact with peers from different backgrounds, fostering a spirit of global citizenship.One of the most unique aspects of Dali University is its emphasis on sustainability. The campus operates on a range of eco-friendly initiatives, from solar-powered lighting to recycling programs. Students are actively involved in these efforts, with many participating in environmental clubs and research projects that focus on sustainable development.In conclusion, Dali University is more than just an educational institution; it is a community that values knowledge, diversity, and the environment. The university's commitment to providing a well-rounded education, coupled with its breathtaking location, makes it an ideal destination for students seeking a transformative educational experience. Whether it's the pursuit of academic excellence, the desire to engage with different cultures, or the passion for sustainable living, Dali University offers a wealth of opportunities for personal and intellectual development.。

设计类博士毕业英语作文

设计类博士毕业英语作文

设计类博士毕业英语作文Design Doctoral Graduation English Essay。

Design is a field that has always fascinated me. From a young age, I was drawn to the beauty and functionality of objects around me, and I knew that I wanted to pursue a career in design. After completing my undergraduate degree in design, I decided to further my education by pursuing a doctoral degree in the field.My doctoral research focused on the role of design in creating sustainable and socially responsible products. I was particularly interested in how design can be used to address environmental and social challenges, such as climate change and inequality. Through my research, I explored various design approaches and methodologies that can be used to create products that are not only aesthetically pleasing but also environmentally andsocially responsible.One of the key findings of my research was that designers need to take a holistic approach to design. This means considering the entire lifecycle of a product, from its raw materials to its disposal, and designing products that minimize their impact on the environment and society.I also found that designers need to work closely with other stakeholders, such as manufacturers and consumers, to ensure that their designs are practical and feasible.Another important aspect of my research was the role of design in promoting social inclusion and equality. I explored how design can be used to create products that are accessible to everyone, regardless of their background or abilities. For example, I studied how design can be used to create products that are easy to use for people with disabilities, or products that are culturally sensitive and respectful.Overall, my doctoral research has given me a deep understanding of the role of design in creating a more sustainable and equitable world. It has also taught me the importance of taking a holistic approach to design andworking closely with other stakeholders to create products that are both beautiful and responsible. I am excited to continue working in the field of design and using my knowledge to create products that make a positive impact on the world.。

艾德莱斯设计英语作文

艾德莱斯设计英语作文

Edelweiss: A Unique Design in GlobalFashionIn the vibrant world of fashion, where trends come and go, Edelweiss stands as a timeless design, a symbol of elegance and tradition. Originating from the ancient lands of China, Edelweiss has captivated the hearts of fashion enthusiasts worldwide with its unique blend of artistry and craftsmanship.The essence of Edelweiss lies in its intricate patterns and vibrant colors. Each design is a testament to the skilled hands of artisans who have perfected the art of weaving and dyeing over generations. The use of traditional techniques combined with modern design elements creates a harmonious blend that is both classic and contemporary.The popularity of Edelweiss can be attributed to its adaptability. Whether it's a formal gown for a special occasion or a casual outfit for daily wear, Edelweiss manages to complement any ensemble with its timeless elegance. Its versatility has made it a favorite among fashion-forward individuals and celebrities alike.Moreover, Edelweiss is not just about aesthetics; it's about sustainability. The materials used in its production are often sourced from environmentally friendly and sustainable sources, ensuring that each piece is not just beautiful but also eco-friendly.The influence of Edelweiss has transcended borders, making it a global phenomenon. Fashion houses and designers from around the world have incorporated its elements into their collections, paying tribute to its timeless beauty. In conclusion, Edelweiss is not just a fashion trend; it's a cultural icon that represents the essence of beauty and elegance. Its unique design and craftsmanship continue to inspire fashion enthusiasts worldwide, making it a timeless piece in the global fashion landscape.**艾德莱斯:全球时尚中的独特设计**在时尚界这个充满活力和不断变化的世界里,潮流来来往往,而艾德莱斯则成为了一种永恒的设计,是优雅与传统的象征。

关于机设专业的英语小作文

关于机设专业的英语小作文

关于机设专业的英语小作文**The Charm and Challenges of Mechanical Design Major** In the vast and dynamic realm of engineering, mechanical design stands out as a discipline that is both fascinating and challenging. It is the art and science of creating machines, devices, and systems that convert energy into useful work. The field is not just about designing machines; it involves understanding the principles of mechanics, thermodynamics, materials science, and electronics to create efficient, reliable, and sustainable systems.The beauty of mechanical design lies in its versatility and applicability. From the smallest component in a watch to the largest machinery in a factory, mechanical designers are involved in every stage of the product development cycle. They are responsible for conceptualizing, analyzing, designing, optimizing, and testing mechanical systems. This involves a deep understanding of the underlying principles of physics and mathematics, as well as an eye for detail and creativity in solving problems.However, the road to becoming a proficient mechanical designer is not without its challenges. The field requires rigorous training and continuous learning. Designers need to stay updated with the latest technologies, software tools, and manufacturing processes. They also need to adapt to the rapidly changing demands of the industry and stay ahead of the curve by innovating and improving uponexisting designs.Moreover, mechanical design is a highly competitive field. With the increasing globalization and advancements in technology, companies are looking for designers who can deliver innovative and cost-effective solutions. This requires designers to not only possess excellent technical skills but also have strong communication and teamwork abilities.Despite the challenges, the rewards of a career in mechanical design are immense. Designers have the opportunity to work on projects that directly impactpeople's lives, from developing sustainable energy systems to creating medical devices that save lives. The satisfaction of seeing their designs come to life andknowing that they have contributed to society's progress is unparalleled.In conclusion, mechanical design is a discipline that offers both excitement and fulfillment. It requires dedication, hard work, and continuous learning, but the rewards are worth it. For those who are passionate about creating and innovating, a career in mechanical designoffers an endless array of opportunities to make a positive impact on the world.**机械设计专业的魅力与挑战**在广阔的工程领域中,机械设计作为一门专业,既迷人又充满挑战。

关于设计学的英文作文高中

关于设计学的英文作文高中

关于设计学的英文作文高中下载温馨提示:该文档是我店铺精心编制而成,希望大家下载以后,能够帮助大家解决实际的问题。

文档下载后可定制随意修改,请根据实际需要进行相应的调整和使用,谢谢!并且,本店铺为大家提供各种各样类型的实用资料,如教育随笔、日记赏析、句子摘抄、古诗大全、经典美文、话题作文、工作总结、词语解析、文案摘录、其他资料等等,如想了解不同资料格式和写法,敬请关注!Download tips: This document is carefully compiled by theeditor. I hope that after you download them,they can help yousolve practical problems. The document can be customized andmodified after downloading,please adjust and use it according toactual needs, thank you!In addition, our shop provides you with various types ofpractical materials,such as educational essays, diaryappreciation,sentence excerpts,ancient poems,classic articles,topic composition,work summary,word parsing,copyexcerpts,other materials and so on,want to know different data formats andwriting methods,please pay attention!Design is everywhere in our daily life. It can be seen in the clothes we wear, the furniture we use, and the buildings we live in. Design is not just about making things look good, but also about making them functional and practical.When it comes to design, creativity is key. Designers need to think outside the box and come up with innovative solutions to problems. They need to be able to see things from different perspectives and come up with unique ideas that will set their designs apart from the rest.In addition to creativity, attention to detail is also crucial in design. Every little aspect of a design, from the color scheme to the materials used, needs to be carefully considered to ensure that the final product is perfect in every way.Another important aspect of design is user experience.Designers need to think about how people will interact with their designs and make sure that the user experience is smooth and seamless. This involves considering things like ease of use, accessibility, and functionality.Overall, design is a multifaceted field that requires a combination of creativity, attention to detail, and consideration for the user experience. It is a field thatis constantly evolving and changing, and it is essentialfor designers to stay up-to-date with the latest trends and technologies in order to create designs that are relevant and impactful.。

设计心理学英文原版

设计心理学英文原版

设计心理学英文原版Design Psychology: Creating Spaces that Nurture Happiness and Well-beingIntroductionDesign psychology is an emerging field that explores the impact of design on human emotions, behaviors, and overall well-being. By understanding how design influences our thoughts and feelings, we can create spaces that promote happiness, relaxation, productivity, and overall psychological well-being. This article will delve into the principles of design psychology and discuss how they can be applied to various environments.Color PsychologyColors have a powerful effect on our emotions and can significantly influence our mood and behavior. For example, warm colors like red, orange, and yellow are associated with energy, excitement, and happiness. These colors can be incorporated into spaces where creativity and social interactions are encouraged, such as living rooms and dining areas. On the other hand, cool colors like blue, green, and purple evoke feelings of calmness, relaxation, and concentration. These colors can be used in spaces that require focus and concentration, such as bedrooms and home offices.LightingLighting plays a crucial role in creating a positive and inviting atmosphere. Natural light is known to enhance mood, boost productivity, and even improve sleep quality. Thus, it is important to maximize natural light in spaces where people spend most of their time. Artificial lighting should also be carefully selected to avoid harsh or overly dim lighting, which can cause eye strain and affect mood negatively. Warm white lights are generally preferred in relaxation areas, while cool white lights are suitable for task-oriented areas such as study rooms and workspaces.Proximity to NatureBeing in proximity to nature has a profound impact on our mental health and well-being. Incorporating elements of nature, such as plants, natural materials, and views of greenery, into our living spaces can evoke feelings of calmness, connection with nature, and overall happiness. Indoor plants not only add visual appeal but also enhance air quality and reduce stress levels. Views of nature, whether through large windows or indoor gardens, can provide a sense of tranquility and help to create a more relaxing environment.ErgonomicsErgonomics refers to the study of designing products and environments that fit the needs and capabilities of the people who use them. In the context of design psychology, ergonomic principles focus on designing spaces that support physical health and comfort, thereby reducing stress and promoting overall well-being. Furniture and equipment should be adjustable to accommodate theindividual's body size and provide proper support for posture. Additionally, spaces should be designed to promote movement and encourage physical activity, such as incorporating standing desks and creating open areas for stretching or exercise.Personalization and Emotional ConnectionSpaces that reflect our personal preferences and values are more likely to evoke positive emotions and a sense of belonging. Personalization allows us to express our identity and individuality, creating a space that resonates with our emotions and brings us comfort. Incorporating personal mementos, photographs, and artwork into our living spaces can provide a sense of emotional connection and improve our overall well-being.ConclusionDesign psychology highlights the important relationship between design and human emotions, behaviors, and well-being. By applying principles of color psychology, lighting, proximity to nature, ergonomics, and personalization, we can create spaces that nurture happiness, relaxation, productivity, and overall psychological well-being. Whether it is our homes, workplaces, or public spaces, incorporating design psychology principles can enhance our experiences and create environments that support our emotional and psychological needs.。

关于设计学的英文作文高中

关于设计学的英文作文高中

关于设计学的英文作文高中英文:As a high school student studying design, I find the subject to be both challenging and rewarding. Design is not just about creating something visually appealing, but also about solving problems and meeting the needs of users. It requires a combination of creativity, critical thinking,and technical skills.For example, in my design class, we were given aproject to redesign a product to make it more user-friendly.I chose to redesign a water bottle with a new cap thatcould be easily opened with one hand. I had to think about the ergonomics of the cap, the materials to be used, andthe manufacturing process. It was a challenging project,but I was able to come up with a design that not onlylooked good but also functioned well.Design also involves a lot of research and analysis. Wehave to understand the target audience, their needs and preferences, and the market trends. For instance, when Iwas tasked with designing a logo for a fictional company, I had to research the industry, the company's values, and its competitors to come up with a design that would stand out and resonate with the target audience.中文:作为一名高中学生,学习设计,我发现这门学科既具有挑战性,也很有回报。

三维设计英语必修二unit3作文范文

三维设计英语必修二unit3作文范文

三维设计英语必修二unit3作文范文Unit 3 in Three-dimensional Design is all about exploring form, shape, and space in art and design. In this unit, students learn about the principles of three-dimensional design and apply them in various projects. Here is a sample essay discussing the importance of three-dimensional design in art and design:Three-dimensional design is an essential aspect of art and design, as it allows artists and designers to create artworks that exist in physical space rather than on a flat surface. By working with form, shape, and space, artists can bring their ideas to life in a tangible and immersive way. In this essay, we will explore the significance of three-dimensional design in art and design, looking at its role in creating depth, texture, and perspective in artworks.One of the key benefits of three-dimensional design is the ability to create depth in artworks. By working with form and space, artists can create the illusion of depth, giving their artworks a sense of dimensionality and realism. This can be seen in sculptures, where artists manipulate shapes and textures to create the impression of three-dimensional space. Additionally, in installation art, artists use physical space to create immersiveenvironments that invite viewers to explore and interact with the artwork.Furthermore, three-dimensional design allows artists to explore texture in a way that is not possible in two-dimensional artworks. By working with materials such as clay, wood, metal, and fabric, artists can create tactile and sensory experiences for viewers. This can be seen in textile art, where artists use different fabrics and techniques to create intricate textures that engage the viewer's sense of touch. Additionally, in ceramics, artists can create surfaces that are rough, smooth, glossy, or matte, adding depth and richness to their artworks.Another important aspect of three-dimensional design is its role in creating perspective in artworks. By playing with scale, proportion, and spatial relationships, artists can create illusions of depth and distance in their artworks. This can be seen in architectural design, where architects use elements such as windows, doors, and columns to create perspectives that draw the viewer's eye into and through the space. Additionally, in sculpture, artists can manipulate the scale of different elements to create dynamic compositions that engage the viewer's perception of space.In conclusion, three-dimensional design plays a crucial role in art and design, allowing artists and designers to create immersive, tactile, and dynamic artworks. By working with form, shape, and space, artists can bring their ideas to life in a way that engages the viewer's senses and perception. Whether in sculpture, installation art, textile art, ceramics, or architecture, three-dimensional design offers endless possibilities for artists to explore and experiment with the physical world around them.。

小学英语题目的设计方案

小学英语题目的设计方案

Encourage students to actively process the listening material, such as by generating predictions, taking notes, and summarizing key information
Types and Cases of Listening Q
04
Writing topic design
Principles of Writing Question
Relevance
The topic should be relevant to the students' daily life and interests, so that they can easily find something to say and write
Interest principle
questions should be interesting, engaging, and challenging to students
Systematicness principle
questions should be designed in a way that helps to systematically evaluate students' English proficiency
01
02
03
04
05
Emphasis
Guarantee c…
authentication
Simulate st…
Use real world language and situations to create a more authentic listening experience for students
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Maxim > App Notes > Real-time clocks Time and temperature recordersFeb 15, 2002 Keywords: battery backed, RTCs, real time clocks, crystal, 32kHz, real time clocks, oscillator, timekeeping, time keeping, 32768Hz, 32.768kHz,elapsed time counter, ETCAPPLICATION NOTE 504Design considerations for Dallas Semiconductor real-time clocksAbstract: A real-time clock (RTC) allows a system to synchronize or time-stamp events to a time reference that can be easily understood by the user. Because RTCs are used in an increasing number of applications, designers should familiarize themselves with these RTCs to avoid design problems. This application note provides a basic overview of RTC operation, design issues, and troubleshooting techniques.Selecting an interfaceReal-time clocks (RTCs) are available in a wide range of bus interfaces. Serial interfaces include I²;C, 3-wire, and Serial Peripheral Interface (SPI™). Parallel interfaces include mux-bus (multiplexed data and address bus) and designs with separate address and bytewide data inputs.The choice of interface is often determined by the type of processor being used. Many processors include I²C or SPI interfaces. Others, such as 8051 processors and their derivatives, support multiplexed address and data buses. Timekeeping NV RAMs use the same control signals as SRAMs, to which many processors provide an easy interface, and include battery-backed RAM in various densities. Finally, phantom clocks "hide" behind battery-backed RAM and use a 64-bit software protocol to gain access to the clock. A phantom clock can therefore provide time and date infromation without using any memory space.Battery backup functionIn some applications such as VCRs, the time and date information will be lost if power is removed. Other applications require that the time and date remain valid even if the main power supply is off. To keep the clock oscillator running, a primary or secondary battery or a super capacitor may be used. In this case, the RTC must be able to switch between the two power supplies.If a primary battery, such as a lithium coin cell, is used for backup, the RTC should be designed to draw as little power as possible when running from the battery. In this situation the RTC will switch its internal supply bus to the battery and go into a low-power mode. Communications between the microprocessor and the RTC are usually locked out (often called write protect) to keep the battery current at a minimum and to prevent data corruption. The V CC voltage level at which communications is locked out is usually defined in the data sheet as V TP (Trip Point Voltage).Many clocks include an oscillator control bit, usually called the clock halt (CH) or enable oscillator (EOSC) bit. This bit is usually located in bit 7 of the seconds register, or in a control register. In almost all clocks with this bit, it is preferable that the oscillator be off when the battery is initially attached. This conserves the battery until the system is powered up. It also allows the system designer to set up a manufacturing flow so that no battery current is drawn after a fresh lithium battery is installed.. When the end user first powers the system, the firmware/software should start the oscillator and prompt the user for the time and date.Most Dallas Semiconductor products that include a battery input pin include on-chip reverse charging protection circuitry. Regulatory agency data and Conditions of Acceptability information can be found at UL Recognition.Lithium batteries are normally rated to operate from -40°C to +85°C. The battery should never be exposed to temperatures above+85°C. Packages that include the battery and have exposed battery pins, such as the SmartSockets, should never be water washed. Water washing will short the battery terminals, and therefore draini the batteries.Clock modules, freshness seal and shelf lifeThe majority of the current consumed by a clock while in battery-backed mode is from the oscillator. All clock modules with embedded crystals and batteries are shipped from the factory with the oscillator disabled. While the oscillator is disabled, the battery current is less than the self-discharge of the battery, or about 0.5% per year at room temperature.Some timekeeping NV RAM modules use a clock-controller IC and a SRAM. The oscillator is disabled and the SRAM is electrically disconnected from the battery when shipped from the factory. The battery will be connected to the SRAM after V CC is removed for the first time. This function is often called "freshness seal," and is used to conserve the battery until the module is first used. Other timekeeping NV RAM modules are monolithic (controller and SRAM in one IC) and require no freshness seal.Module packagesTimekeeping NV RAMs, mux-bus clocks, and some watchdog and phantom clocks are available in module and/or PowerCap packages. Modules include an embedded 32,768Hz crystal and a lithium battery, making PCB design easier. However, crystals and batteries cannot tolerate the temperatures encountered during the reflow process. Consequently, modules can be attached manually or inserted in a socket after reflow. Modules can also be attached to the PCB using wavesolder, as long as the lithium battery is not exposed totemperatures above +85°C.PowerCap products use a two-piece construction to provide a device that can be surface-mounted using the reflow process. The module base, containing the RAM and clock, is mounted to the board using standard reflow techniques. The PowerCap top, containing the heat-sensitive battery and crystal, is snapped onto the base after soldering.Clock formatsThere are three major data formats used in RTCs: binary-coded decimal (BCD), binary with separate registers for the month, date, year, etc., and elapsed-time counters.BCDThe BCD format is the most common. One reason for its popularity is that the time and date can be easily displayed in a human-readable format with no "conversion." Each 8-bit register represents two digits (one nibble per digit). Each 4-bit nibble can hold the binary representation of the digits 0 through 9. An example of the register map for a typical BCD format clock is shown in Figure 1. Since some of bits are not needed for a particular time or date field, those bits can be used for special functions, general-purposeread/write bits, or can be hardwired to read back as always one or zero, depending upon the design. In Figure 1, bit 7 of the seconds register is used for the clock halt (CH) bit. (See the DS1307 data sheet for an example.)Figure 1. Typical time and date register map (BCD format).BinaryThe second clock format is the binary format (Figure 2), with separate registers like the BCD format. The binary format is normally a programmable option on some clocks with the BCD format. (See the DS12885 data sheet for an example of this format.)Figure 2. Typical time and date register map (binary format).Elapsed-time counterThe elapsed-time counter (ETC) uses a single, multibyte register representing the time in seconds from some reference point (zero epoch). A common value is 00:00:00 January 1, 1970 GMT. The binary value in the register then represents the elapsed time from that point. Software routines must be used to convert the 32-bit value to a readable time and date, and to convert user entries to a binary value. The C ctime() function converts the elapsed time, in seconds, to a date/time string.Application note #511, Using the DS1672 Low-Voltage Serial Timekeeping IC, presents example routines for converting elapsed-time values to and from date strings. The DS1318 is a 44-bit ETC. The lower 12 bits provide sub-second resolution, to 244µs. The upper 32-bits increment once-per-second, as described above. See application note 2740, Accessing the DS1318 Clock Registers for an example application.ETC clocks are useful when the clock is needed to measure the time between two events. Calculating the time elapsed between two events requires subtracting one value from another, while a BCD-formatted RTC would require more complex conversion routines.For BCD-formatted RTCs, the time and date registers are typically updated once per second. The roll-over value for the date will vary depending upon the month, and for February, by year. The day register (except for multiplexed-bus clocks) is not tied to any other register, will increment at midnight, and will roll over from 7 to 1. The programmer can select any particular day as 1, as long as theassignment is consistent throughout the program. On multiplexed-bus clocks, however, Sunday must be 1 because the day register is used for the daylight saving test. The test for daylight saving is done at midnight on the preceding midnight roll-over, which must be accounted for when testing the daylight saving function.When changing from 12-hour mode to 24-hour mode, or from BCD to binary or binary to BCD, the time, date, and alarm registers must be re-initialized.Crystals and accuracyThe crystal oscillator is one of the most accurate circuits available for providing a fixed frequency. A 32,768Hz crystal is used for most RTCs. By dividing down the output of the oscillator, a 1Hz reference can be used to update the time and date. The accuracy of the RTC is dependent mainly upon the accuracy of the crystal. Tuning-fork crystals have a parabolic frequency response across temperature (Figure 3). An error of 23ppm is about 1 minute per month. For further reference, see the Real-Time Clock Calculator. Crystals are tuned to oscillate at the correct frequency under a particular capacitive load. Using a crystal tuned for a 12.5pF load on an RTC designed to present a 6pF load to the crystal will cause the clock to run too fast.Figure 3. Crystal accuracy vs.temperature.Crystal connectionsAll Dallas Semiconductor RTC oscillators have internal bias networks. The crystal should be connected directly to the X1 and X2 pins with no additional components (Figure 4). The crystal should also be as close as possible to the X1 and X2 pins, and a ground plane should be placed beneath the crystal, X1, and X2 (Figure 5). Digital signal lines should be routed away from the crystal and oscillator pins. Low-power crystal-oscillator circuits can be sensitive to nearby RFI, which can cause the clock to run fast. Consequently, components that radiate significant levels of RFI should be shielded and located away from the crystal.Figure 4. RTC equivelent circuit showing the internal bias network.Figure 5. Typical crystal layout.PC boards containing tuning-fork crystals, such as those used with RTCs, should not be cleaned using ultrasonics. The crystal can be damaged by resonance vibration.Oscillator startup timeOscillator startup times are highly dependent on crystal characteristics and layout. High ESR and excessive capacitive loads are the major contributors to long startup times. A circuit using a crystal with the recommended characteristics and following the recommended layout will usually start within one second.Checking for oscillationWhen checking for oscillator operation, a designer may initially considerconnecting an oscilloscope probe to the oscillator input (X1) or output (X2) pin. That approach is not recommended with a RTC. Since the oscillator is designed to run at low power (which extends operating time from a battery), loading the oscillator with an oscilloscope probe will usually stop the oscillator. If the oscillator does not stop, the additional loading will reduce the signal amplitude, and can cause erratic operation such as varying amplitude. Oscillation should, therefore, be verified indirectly.Oscillation can be verified several ways. One method is to read the seconds register multiple times, looking for the data to increment. On RTCs with an OSF (Oscillator Stop Flag), clearing and then monitoring this bit will verify that the oscillator has started and is continuously running. These methods will not work if the designer is troubleshooting a design and cannot communicate with the RTC. An alternate method is to check the square-wave output on RTCs with a square-wave output. Check the data sheet to verify whether the RTC must be written first to enable the oscillator and square-wave output. If the square-wave output is open-drain, a pull-up resistor must be connected between the square-wave pin and a voltage supply for proper operation. The square-wave output can also be used to verify the accuracy of the RTC, although, a frequency counter with sufficient accuracy must be used for this.Backup supply inputMost Dallas Semiconductor RTCs include a backup supply input pin, which keeps the RTC running while the main supply is off. Most RTCs are designed so that a lithium coin cell can be used to power the RTC while V CC is absent.When V CC is below the minimum operating value (V TP), the RTC disables the communications interface. This serves two purposes: it prevents accidental writes to the RTC while V is dropping; it reduces the power needed by the RTC to maintain oscillator, time, andCCdate operation. Disabling access to the part when V CC is below V TP is often called "write protect." While the RTC is operating from V CC, the V BAT input will be at a high impedance. If a battery is not connected to the V BAT input, or if it is connected with diodes in series (Figure 6), the V BAT input can float high. This, in turn, can cause the RTC to go into write protect. Reverse-charging protection is provided internally on most Dallas Semiconductor RTCs, which eliminates the need for external diodes. Check the following link for information about UL recognition of the reverse-charging protection.Figure 6. Incorrect battery connection.Figure 7. Correct battery connection.Calculating battery lifeWhen designing a system with an RTC, the backup power source must be selected based on the system requirements. If a system is expected to run from the main power source most of the time, the backup supply may only need to power the clock for a few hours. In other applications, the backup supply must power the clock for long periods of time.For RTCs with a separate backup supply input (V BAT or V BACKUP), the battery backup time is calculated by dividing the battery capacity in Ampere-hours by the expected backup current. Here are two examples of how this capacity is calculated.Example 1. A BR1225 Li+ battery has a rated capacity of 48mAH. While the DS1307 is powered by V BAT, the current drawn by theV BAT input is specified at 500nA maximum with the SQW/OUT off. Therefore, 0.048 / 500e-9 = 96,000 hours, or about 10.9 years. Note that this assumes that the battery has negligible self-discharge.Example 2. A DS1337 is used in an application where a single battery supply powers the entire circuit. Active current (current while the I²C serial-interface is active) is rated at 150µA. Standby current, when the I²C interface is inactive, is specified at 1.5µA maximum. We will assume that for each hour that the circuit is powered, the I²C bus is active about 5% of the time and inactive the rest of the time. Therefore, the average current is expected to be 0.05 x 150µA + 0.95 x 1.5µA = 7.5µA + 1.425µA = 8.925µA per hour. This number would be added to the current drawn by the microcontroller, the I²C pullup resistors, and any other devices powered by the battery. The battery capacity would then be divided by the total current, as in Example 1, to obtain the expected battery life.For applications that require a few hours or days of operation from the backup supply, a large capacitor or super capacitor could be used. RTCs with a built-in trickle charger support the charging of super capacitors. Refer to application note 3517, Estimating Super Capacitor Backup Time on Trickle-Charger Real-Time Clocks, and the on-line super capacitor calculator for more information.Reading and writing the time and dateReading and writing the time and date registers is an asynchronous event, separate from the automatic update of the internal registers. Two types of read errors can occur when the time and date registers increment while being read. First, the data could change while a single register is being read, or, second, the data could change during the time between reading two registers. Assume, for example, that the clock increments from 11:59:59 to 12:00:00 during a read of the seconds, minutes, and hours registers. The time read could be 12:00:59, which is incorrect.Some method must be used to prevent these read errors. Most Dallas Semiconductor Maxim clocks ensure that the time and date registers can be accessed without the values getting corrupted from an internal register update while the read or write is in progress.A second set of registers (secondary buffer or "user" registers) are used on most serial clocks. When the time and date registers are accessed, the current time and date are transferred to the secondary registers. A burst read will take the data from the secondary registers, which remain unchanged while the internal registers continue to update. The next access (when CE goes active on a 3-wire device or a START on I²C interface devices occurs) will transfer the data again. When writing to the time and date registers, the internal countdown chain is reset when the seconds register is written. That allows the program almost one second in which to write the remaining time and date registers before a rollover occurs.On timekeeping NV RAM clocks, either a transfer enable (TE) bit or (R)ead and (W)rite bits are used to "freeze" the user registers. Setting the R bit or the TE bit keeps the user registers from being updated from the main registers. Resetting the TE bit or the W bit after writing the user register loads the internal time and date registers with the values from the user registers.The block diagram in Figure 8 shows typical functions for transferring time and date information between the internal registers and the user interface. The 32,768Hz signal from the oscillator is divided down to 1Hz by a countdown chain that has a reset input. The 1Hz signal from the countdown chain drives the BCD seconds counter/register. The ripple output from the seconds counter feeds the minutes counter/register, and so on. Changing the R and W bits in the control register synchronizes the transfer of data from the internal registers to the user registers. The Transfer Control block sends a reset to the countdown chain when transferring data from the user registers to the internal registers. This allows synchronization of the clock to an external reference to within approximately 244µs (most clocks do not reset the first three dividers, to the 4,096Hz signal; 1/4,096Hz244µs). Most serial-interface clocks reset the countdown chain whenever the seconds register is written.Figure 8. Block diagram showing internal and user copy of time and date registers.On mux-bus clocks, several methods are available to ensure that the time and date registers do not change while being accessed. The following methods are available:SET bitWhen the SET bit in register B is set to a one, the user copy of the double-buffered time and date registers is latched. The internal registers continue to update normally.UIP flagThe Update In Progress (UIP) flag will pulse once per second. After the UIP bit goes high, the update transfer occurs 244µs later. If a low is read on the UIP bit, the user has at least 244µs to read the time and date and avoid errors due to an update.UF interruptIf enabled, an interrupt occurs after every update cycle, thereby indicating that over 999ms are available to read valid time and date information.Default register valuesUnless otherwise noted in the data sheet, the initial power-up register values are undefined. That is, they should be treated the same as DRAM or SRAMs; on initial powerup, the data will, for practical purposes, be random.Troubleshooting new designsThe following sections discuss some RTC problems and how to troubleshoot them.Cannot communicate with the RTCWhen trouble-shooting a new design, there are several methods to help identify the cause of this problem. If the RTC appears not to respond at all, try to determine if it will not read, write, or both. If the part has a software-enabled feature such as a square-wave output, try to enable that feature to determine if you can write to the part. On I²C serial devices, an oscilloscope can be used to verify if the clock is sending an acknowledgement at the end of each byte.The following paragraphs describe some additional trouble-shooting hints for communicating with the RTC.Battery-backed RTCs use a comparator to switch between V CC and V BAT. Some RTCs use the battery voltage as the reference, while others use a bandgap voltage reference to determine when V CC is valid. Once V CC drops below the comparator trip point, read and write access is not possible. Preventing access below a certain voltage helps to prevent inadvertent writes from a processor that no longer has a valid supply. Also, When V CC is above the trip point, the comparator switches the internal circuits to V CC, thereby preventing battery drain. A floating battery input, an input with a diode between the battery and V BAT, or a battery with too high a voltage can prevent communications with the RTC. Make sure that V BAT is at a valid level and that there are no diodes between the battery and the battery input pin.To determine whether the power-fail function is causing problems reading and writing the RTC, it is often useful to observe a function that only operates when the RTC is out of power-fail (i.e., operating on V CC). Some RTCs have a RST or PFO output that can be observed. Since these outputs are often open-drain, a pull-up resistor may be needed. On other devices, such as the DS12887 and other multiplexed-bus parts, the square-wave output only operates when the part is operating on V CC. On some devices, including many seria-interface RTCs, the square-wave output is open-drain, and a pull-up resistor must be in place to observe the signal. Consequently, check the RTC's data sheet to determine if it has a square-wave output signalt. If read/write access is intermittent, use an oscilloscope to see if the output is also intermittent.Serial clocks require that the "command byte" or "slave address" be written to the device correctly. An incorrect command/address often causes the device to ignore read routines. In those cases, the data I/O pin stays in a high-impedance state. On a serial bus with pull-up resistors, the data read back will usually be 0xff. On 3-wire interfaces, if the I/O pin has an internal pull-down resistor, the data will often be 0. In other cases, the data read back will often be whatever was the last bit of the command byte.Some serial clocks use a separate supply input for the outputs, to allow interfacing to processors running at a lower supply voltage. Failure to connect a valid supply to the input will keep the I/O pin from driving high. Finally, data out may be all ones or zeros if the software does not switch the microprocessor's port pin that is connected to the clock's I/O pin from an output (while writing the command byte) to an input (for reading data from the clock).Invalid time and date valuesMost time and date registers can accept any value, including invalid ones. If an invalid value is entered into a register, the value will increment until the bits used for rollover comparison match, or until the counter reaches its maximum count. If the seconds register is written to an invalid value such as 60, in most cases the RTC would increment the invalid value until it reaches 69, at which point the seconds register would roll over to 40 seconds. Invalid values can also be caused if the clock is in the wrong mode, e.g., binary instead of BCD, or 12 hour instead of 24.If the registers appear to be counting from valid values to invalid values, the cause is usually a software routine that converts BCD values to or from ACSII or binary values incorrectly. The software routines should be checked for proper conversion of all possible values, since errors usually only affect some values. by An oscilloscope will also verify that the RTC is counting correctly and generating correct data.Data loss/data corruptionData loss is usually caused by one of two things: inadvertent writes to the clock, or negative voltage glitches being applied to the IC. Data loss caused by negative voltage inputs to the IC can sometimes be identified because the CH or EOSC bit (on clocks with an oscillator control bit) will be in their default "halt" state. For clocks with an oscillator stop flag (OSF) bit, the OSF bit will usually be set. Additionally, the data in most, if not all, of the registers will be corrupted. Inadvertent writes normally occur during power cycling as well, but will usually only affect one register. It usually does not affect serial clocks.Some switching power supplies will, on power-up and/or power-down, create a voltage spike on V CC. This voltage spike can go negative by 5V or 6V, or more. This negative voltage will couple onto the internal supply of the clock through input-protection diodes. If the power supply can source more current than the battery, data will be lost. In most cases, a Schottky diode can be used to clamp thenegative voltage spike.Another source of negative voltages on the clock can come from RS-232 connections. If the PCB with the clock IC is powered down, and a powered PC or other instrument is connected to that board with an RS-232 connection, the RS-232 transceiver can pass the negative marking voltage onto other ICs on the unpowered board (see Figure 9). To verify that this as a problem, try cycling power on the system with the RS-232 link disconnected.Figure 9. System connected to a PC using RS-232.Data also corrupt when V CC falls too fast, which can either cause all the time, date, and RAM data, or only one or two bytes of data to corrupt. This second issue (one or two bytes of corrupted data) normally affects parallel-interface RTCs, e.g., timekeeping RAMs, but can also affect multiplexed-bus RTCs, as explained below.The power-fail circuitry on battery-backed RTCs usually includes some filtering to ensure that a momentary glitch on V CC does not cause an inadvertent write protect. The write can occur if V CC falls too fast. As V CC falls, the output voltage-high level from the microprocessor's CE, OE, and WE outputs (or other control signals) usually tracks V CC. Therefore, the RTC's CE, OE, and WE inputs also follow V CC. As with typical static RAMs, if CE, OE, and WE are all low, the RTC is in a write cycle. If the RTC does not enter power-fail before V CC reaches the input thresholds of the control inputs, the RTC's internal logic will cause a write to occur.In the case of multiplexed-bus clocks, the address information is latched on the falling edge of ALE. If R/W and CS go low before the part is in write protect, the data in the last register accessed will be corrupted. One should verify that the V CC rise and fall times meet the data sheet requirements. If the seconds register is corrupted, the RTC may appear to lose time in battery backup. The seconds register can be written to zero when corrupted. Consequently, when V CC is again applied, the resulting time will be slow by however many seconds the register was at when V CC was removed.If all the data is corrupted, then V CC fell too fast for the RTC to switch over to the backup supply and maintain the time and date information. This problem can affect both serial-interface and parallel-interface RTCs.Intermittent data lossIntermittent data problems have been caused by interrupts routines that are not handled correctly. In some cases, the time and date information is copied to RAM, and the copies are not kept in sync. Additionally, in-circuit emulator (ICE) hardware can be configured improperly, causing erratic behavior.Oscillator problemsThe most common reason for the clock not to increment is that the oscillator has not been enabled. Most Dallas Semiconductor clocks have a bit, usually located in the seconds register, that must be set before the oscillator will run.The oscillator circuit is designed to be low power to prolong battery life. Problems with the crystal connection can reduce the loop gain, preventing the oscillator from running. External capacitors or other components connected to the crystal will also reduce the loop gain, increase the startup time, or prevent oscillation. Crystals with an ESR above the recommended maximum value will also decrease the loop gain. Some water-wash solder fluxes can appear to leave the PCB clean, while leaving enough contaminates to prevent oscillation. See application note 58, Crystal Considerations for Dallas Real-Time Clocks for more information.SPI is a trademark of Motorola, Inc.。

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