专业英语(土木工程-路桥方向)李嘉-第三版-翻译-中英对照
土木工程专业英语名词中英对照
土木工程词汇（A-B）2006-10-27 16:28A Type Wooden Ladder A字木梯A-frame A型骨架A-truss A型构架Aandon 废弃Abandoned well 废井Aberration of needle 磁针偏差Abnormal pressure 异常压力abnormally high pressure 异常高压Abort 中止abrasion 磨损Abrasion surface 浪蚀面abrasive cut-off machine 磨切机Abrasive Cutting Wheel 拮碟abrasive grinding machine 研磨机Abrasive Grinding Wheel 磨碟abrasive particle 磨料颗粒Absolute address 绝对地址Absolute altitude 绝对高度Absolute damping 绝对阻尼Absolute deviation 绝对偏差Absolute flying height 绝对航高Absolute gravity 绝对重力absolute permeability 绝对渗透率absolute porosity 绝对孔隙率absolute temperature 绝对温度absorbability 吸收性；吸附性absorption 吸收abutment 桥墩abutting end 邻接端acceleration 加速acceleration lane 加速车道Acceleration of gravity 重力加速度acceleration pedal 加速器踏板accelerator 催凝剂；加速器；催化剂acceptance criteria 接受准则access 通路；通道access door 检修门；通道门access lane 进出路径access panel 检修门access point 入口处；出入通道处access ramp 入口坡道；斜通道access road 通路；通道access shaft 竖井通道access spiral loop 螺旋式回旋通道access staircase 通道楼梯access step 出入口踏步access tunnel 隧道通道accessible roof 可到达的屋顶accessory 附件；配件accident 事故；意外accidental collapse 意外坍塌accommodate 装设；容纳accredited private laboratory 认可的私人实验室accumulator 储压器；蓄电池accuracy limit 精度限制acetylene cylinder 乙炔圆筒Acetylene Hose 煤喉Acetylene Regulator 煤表acid plant 酸洗设备；酸洗机acid pump 酸液泵acid tank 酸液缸acidic rock 酸性岩acoustic couplant 声耦合剂acoustic coupler 声音藕合器；音效藕合器acoustic lining 隔音板acoustic screen 隔声屏Acoustic wave 声波acrylic paint 丙烯漆料(压克力的油漆)acrylic sheet 丙烯胶片(压克力的胶片)active corrosion 活性腐蚀active earth pressure 主动土压力active fault 活断层active oxidation 活性氧化actual plot ratio 实际地积比率actuator 促动器；唧筒；激发器adapt 改装adaptor 适配器；承接器；转接器；addition 增设；加建additional building works 增补建筑工程additional horizontal force 额外横向力additional plan 增补图则(附加的平面图) additional vent 加设通风口additive 添加剂Address 地址adhesive 黏结剂；胶黏剂adhesive force 附着力Adhesive Glue 万能胶Adhesive Reflective Warning Tape 反光警告贴纸adit 入口；通路；坑道口adjacent construction 相邻建造物adjacent level 相邻水平adjacent site 相邻基地adjacent street 相邻街道adjoining area 毗邻地区adjoining building 毗邻建筑物adjoining land 毗邻土地adjoining structure 毗邻构筑物adjustable 可调校Adjustable Wrench Spanner 昔士adjuster 调节器adjustment 调校；调整Administrative Lawsuit 行政诉讼Administrative Remedy 行政救济admixture 掺合剂；外加剂advance directional sign 前置指路标志；方向预告标志advance earthworks 前期土方工程advance warning sign 前置警告标志advance works 前期工程aeration 曝气aeration tank 曝气池aerial 天线Aerial mapping 航空测图aerial photograph 航测照片Aerial photography 航照定位aerial rapid transit system 高架快速运输系统aerial ropeway 高架缆车系统aerial view 鸟瞰图aerofoil 翼型aerosol 悬浮微粒；喷雾aerosphere 大气圈affix 贴附aftercooler 后冷却器afterfilter 后过滤器aftershock 余震agent 作用剂；代理人aggradation 堆积aggregate 骨材；集料；碎石aggregate area 总面积aggregate grading 骨材级配aggregate superficial area 表面总面积aggregate usable floor space 总楼地板空间agitator 搅拌器；搅动机air bleeding 放气(空气渗出)air blower 鼓风机air brake 气压制动器Air chambor 气室air circuit 空气回路air circuit breaker 空气断路器air cleaner 空气滤清器air compressor 空气压缩机air compressor governor 空气压缩机调压器air conditioning 空气调节air cooled chiller 风冷式冷却机air cooler 空气冷却器air cooling system 空气冷却系统；风冷系统air coupling valve 空气联接阀air curtain fan 风帘风扇air cylinder 气缸；气筒air damper 风闸；气流调节器air distribution system 配气系统air distributor 空气分配器air dryer 空气干燥器air duct 通风管道；气槽air entrained cement 加气水泥；伴沬水泥air entraining agent 输气剂air exhaust 排气口air filter 空气滤器；风隔；隔尘网air filter chamber 空气过滤室air flowmeter 风量计；空气流量计air gap 气隙air grill 空气格栅air inlet 进风口；进气孔air inlet louver 进气百叶air inlet port 进气口air intake 进风口；进气孔；入气口air intake duct 进风槽air intake filter 进气过滤器air isolating cock 空气隔断旋塞air line breathing apparatus 气喉型呼吸器具air line strainer 进气管道隔滤器air outlet 出风口air outlet grille 空气出口栅格air particle 空气粒子air passage 风道air pipe/ pipework 通气管；送气管air piston 空气活塞air pressure gauge 气压表air pressure switch 气压闸air pressurization system 空气加压系统air receiver 空气储存器air reservoir 储气缸air restrictor 空气节流器air shuttle valve 阻气阀air sprayer 喷涂器air spring 空气弹簧air strainer 空气隔滤器；空气滤网air supply outlet 供气出口air supply valve 供气阀air tank 空气箱air valve 进出气阀；放气阀air valve pit 进出气阀井；放气阀井air vent cock 通风管旋塞air ventilator 空气通风器air-operated damper 气动风闸airshaft 通风竖井airtight cover 气密盖airy dry varnish 风干清漆alarm 警报；警报器alarm bell 警报钟alarm buzzer 警报器alga 藻类Alidade 照准仪alidate 照准仪align 对准；调直；定线alignment (road) 路线；准线(特指道路中线的位置与方向) alignment plan (road) 路线平面图alkali-silica reaction 碱硅反应alkaline aggregate reaction 碱性集料反应alkaline earth 碱性土alkaline pump 碱液泵alkaline tank 碱液缸alkalinity 碱度all-purpose road 混合车道；综合车道alley 巷allowable load 容许载重；容许荷载Allowable pressure 容许压力allowable stress 容许应力alloy 合金alloy steel bar 合金钢筋条alluvial deposit 冲积土层；冲积物alluvial plain 冲积系alteration 更改；改建；改动Alternating current 交流电alternating current (a. c.) 交流电alternative design 替代设计alternative route 替代路线alternator 交流发电机Altimeter 高度计Altitude 高度；地平纬度；海拔Altitude correction 高度修正Altitude error 高度误差Altitude-tint legend 高程表Aluminium Flat Bar 铝扁条aluminium tape 铝卷尺aluminum bridge 铝桥Aluminum Sheet 花铝板amber 琥珀amber flashing light 黄色闪光灯Ambient 周围ambient pressure 周围压力ambient temperature 环境温度；周围温度amendment 修订amenities 市容建筑；设施；康乐设施amenity area 美化市容地带amenity railing 美观栏杆ammeter 电流表；安培计Ammonium nitrate 硝酸铵Amortisseur 减震器Amortization 减震Ampere 安培（电流单位）ampere (A) 安培(电流量单位)Ampere's law 安培定律amplification 放大；增强Amplifier 放大器amplitude 幅；振幅Amplitude anomaly 振幅异常Analog 模拟Analog signal 模拟信号Analogue 模拟anchor 锚；锚竿支撑anchor bearing 锚承；锚座anchor bolt 锚栓anchor plate 锚碇板anchorage 锚碇；碇泊区；抛锚区；锚固anchorage length 锚固长度anchoring strength 锚固强度ancillary building 附属建筑物ancillary facilities 附属设施ancillary installation 附带装置ancillary works 附属工程angle cutter 角铁切割机angle iron bracket 角铁支架；角铁托架Angle of declination 偏角Angle of depression 俯角Angle of dip 倾角Angle of elevation 仰角angle of emergence 出射角angle of incidence 入射角angle of inclination 倾斜角angle of internal friction 内摩擦角angle of polarization 偏极角angle of reflection 反射角Angle of refraction 折射角angle of rotaion 旋转角angle probe 斜探头angular velocity 角速度annealing 退火annunciation lamp 警示灯annunciator 传播器；呼唤器anode 阳极anode voltage 阳极电压Anomaly 异常antenna 天线Anthracite 红基煤anti-corrosion paint 防腐蚀油漆anti-creep device 防溜装置Anti-grease Rubber Gloves 防油胶手套anti-lift roller 防升滚轮anti-oxidizing paint 抗氧化漆anti-rust paint 防锈漆anti-skid chequer 防滑格纹anti-skid device 防滑装置anti-skid dressing 防滑钢沙anti-skid material 防滑物料anti-slip 防滑动；防空转；防打滑anti-static chain 抗静电链anti-static tyre 抗静电轮胎anti-stripping agent 防剥剂anti-syphonage pipe 反虹吸作用管anti-tip roller 防倾侧滚轮anti-vibration mounting 防震装置anti-vibration pad 防震垫anticline 背斜Antitermite Paint 白蚁油anvil 铁砧aperture 隙缝；壁孔apex 顶apparatus 仪器；装置；器具；器材appliance 用具；装置；设备applied covering 外加覆盖物applied load 外施荷载(应用的负荷)approach 进路；引道；接驳道路；引桥approach channel 进港航道；引渠approach ramp 引道坡approach road 引道；进路approach speed 来车速度approach taper 楔形引道路段approach viaduct 高架引道approved material 经核准的物料approved plan 经核准的图则appurtenance 附属物apron 跳板；护板；停机坪arc 电弧arc contact 电弧触点arc runner 电弧滚环arc welding 电弧焊接arch 拱；弓形；拱门arch bridge 拱桥architect 建筑师Architect Registration Examination 建筑师注册考试(A.R.E) architectural 建筑学architectural decoration 建筑装饰architectural projection 建筑上的伸出物Architecture 结构area traffic control system 区域交通控制系统argon arc welding 氩气焊armature 电枢arrangement 排列；布置array 数组arresting assembly 止动装置art paper 铜版纸arterial highway 干线道路arterial traffic 干线交通article of agreement 合约细则Articulation 清晰度Artifacts 人工产品Artificial illumination 人工照明Artificial intelligence 人工智能artificial lighting 人工照明as-built drawing 竣工图则as-constructed drawing 竣工图则asbestos abatement works 石棉拆除工程asbestos cement 石棉水泥asbestos gasket 石棉垫料aseismic region 无震区ash pit 排渣槽；灰坑asphalt 沥青asphalt distributor 沥青喷洒机asphalt paver 沥青铺筑机asphalt roofing 沥青屋面asphaltic coating 沥青涂层asphaltic concrete 沥青混凝土asphaltos 地沥青aspirator 吸气器assemblage 组合物assembly 装置；组合assessment 评估associated works 相关工程；相关设施Assorted Cloth 各色布仔Assorted Rubber Gloves 杂色胶手套Asymptote 渐近线at-grade pedestrian crossing 地面行人过路处at-grade signal controlled junction 交通灯控制地面路口atmospheric distillation 常压蒸馏atmospheric pressure 大气压力；常压atmospheric temperature 常温atomization air fan 雾化空气风扇(喷雾空气风扇) attachment 附件；附属物attenuation 衰减audible signal 音响讯号audible warning 音响警号Auger Bit 长身小林式钻咀Aurora 极光Aurora australis 南极光Aurora borealis 北极光authorities 权限authority 主管当局authorized officer 获授权人员authorized person 获授权人；认可人士；核准人士authorized works 获授权进行的工程；批准进行的工程Auto-Marking Gauge ST-7521N自动墨斗automatic (spark)ignition device 自动(火花)点火装置Automatic control 自动控制automatic control switch 自动控制开关automatic operation 自动操作automatic release 自动脱扣automatic voltage regulator 自动调压器automatic weather station 自动气象站Automatic zero set 自动归零automation equipment 自动化设备Automobil Putty 原子灰auxiliary control panel 辅助掣板(附加的控制仪表板) auxiliary equipment 辅助设备auxiliary feedwater pump 辅助给水泵auxiliary feedwater tank 辅助给水箱auxiliary plant 辅助厂房auxiliary system 辅助系统auxiliary water pump 辅助水泵average compressive stress 平均压应力average strength 平均强度Averaging 平均Axe Handle 斧头柄axial fan 轴流式风扇axial force 轴向力axial load 轴向载重；轴向荷载axial stress 轴向应力Axis of abscissa 横坐标轴Axis of ordinate 纵坐标轴axis of reference 参考轴axis of rotation 旋转轴axis of symmetry 对称轴axle bearing 车轴轴承(车轴啤令)Azimuth bearing 方位角azimuth compass 方向罗盘Azimuthal angles 方位角Back azimuth 反方位角back-fire 逆火back-up area 后勤地区；辅助埸地backfill 回填；回填土backfill material 回填物料background noise 背景噪音backing plate 垫板；背板Backsight 后视Bad data 不良资料Bad earth 接地不良baffle 隔板；挡板baffle plate 遮挡板baffle wall 遮挡墙balance tank 调节池；均衡槽balance weight 平衡锤balanced load 平衡载重balancer 平冲器Balancing 平差Balancing a survey 测量平差balancing pipeline 平衡水管balcony 露台ball bearing 滚珠轴承Ball Caster 平底波辘Ball Peen Hammer w/handle 圆头锤Ball Point Hex Key Set (extra-long) 加长波头套庄六角匙ball valve 浮球阀；球形阀；波阀ball-and-socket joint 球窝接头ballast 道碴bamboo bridge 竹桥Bamboo Broom 竹扫把Bamboo Handle Toilet Brush 竹柄鲍鱼刷bamboo scaffolding 竹枝棚架band brake 带式制动器band clamp 带夹banshee alarm 尖啸警报bar 铁枝；杆；巴(压力量单位)bar tendon 钢筋Barbed Wire 有棘铁线barging area 驳运地点barrack 营房barrel 管筒；芯管barrette 方形桩barricade 路障；障碍物barrier 栏栅；护栏；障碍物；屏障barrier block 路障barrier gate 路闸barrier plate 阻挡板Basal plane 基面bascule bridge 开合式活动吊桥base 基座base course 路面下层；承重层；路基层base frame 基架base insulator 基架绝缘器Base level 基准面base map 底图base plate 底板；垫板base sealing 底部密封胶base slab 平底板base support 底座支架Base temperature 基础温度baseline 基线；底线；基准线baseline programme 基线计划basement 地库；地窖；地下室Basin 盆地batching plant 混凝土混和机；配料厂bathmeter 深度计Batter level 测斜器batter pile 斜桩battery 蓄电池battery acid level 电池酸位battery cell volt 蓄电池电压Battery Cells 电芯battery charger 电池充电器battery electric locomotive 电力机车battery electrolyte 电池电解液battery-powered device 电池推动装置bauxite 铝土beacon 闪光指示灯bead 焊珠beam 横梁beam (or girder) bridge 梁式桥Beaman arc 贝门弧bearing 支座；支承；承座；轴承(啤令)；方向角Bearing angle 方位角bearing capacity 承载力bearing force 承重能力；承载能力bearing pad 支承垫片；承重垫片bearing pile 支承桩bearing pin 支承栓钉bearing plate 支承垫板bearing stress 支承应力bearing surface 支承面bedding 底层；层理bedplate 座板bedrock 基层岩behaviour 性能；状况Belisha beacon 斑马线灯；黄波灯bellow pot 气囊；气囊筒belly band 安全带belt 带；皮带belt conveyor 带式输送机belt guard 皮带护罩belt tension 皮带拉力bend 弯角；弯位；路弯；弯管bending force 弯曲力bending stress 弯曲应力Benkelman beam test 贝克曼梁试验bentonite 膨润土berm channel 斜水平台渠berth 停泊处；碇泊位bevel 斜角；斜面bias 偏移Bias magnetic 磁偏bill of quantities 工料清单binder 黏合料bisectrix 等分线bit 钻头bitumen 沥青bitumen coating 沥青外衬(沥青护膜) bitumen felt 沥青纸bitumen lining 沥青衬里Bitumen Paint 腊青油Bitumen Paper 腊青纸bituminous concrete 沥青混凝土bituminous macadam 沥青碎石bituminous waterproof membrane 沥青防水膜Black Canvas Hose 黑色帆布喉Black Iron Pipe (Class B) B级黑铁喉Black Rubber Gloves 黑胶手套Black Steel Strapping 黑铁皮Black Welding Glass 黑玻璃blade 剪刀；叶片blank flange 盲板法兰；盲板凸缘；管口盖板blanking plate 封板blast-furnace 鼓风炉blast-furnace slag cement 炉渣水泥blasting 爆石；爆破bleed nipple 放气嘴；减压嘴bleed off pipe 溢流管bleed screw 放气螺钉；减压螺钉bleeding 泌浆(混凝土)；泌水性(混凝土) blended cement 混合水泥blending control 混合控制blinding 补路石砂；(填充表面孔隙的细石) blinds 百叶窗block plan 楼宇平面图(地盘图)blow down 放水；放气blow down valve 放泄阀；排水阀blower 吹风机；鼓风机Blue Pencil #1276蓝铅笔Blue Powder 蓝淀粉bobbin 绕线管Body belts w/cert. 救生绳连证书bogie 转向架boiler room 锅炉房boiling point 沸点bollard 护柱；系船柱bollard light 安全岛指示灯bollard plinth 护柱柱基；护柱基座bolster 承枕；横撑bolt 螺栓Bolt Cutter 蛇头剪Bolts and Nuts 螺丝类bond 黏结；黏合；契约bond coat 黏合层bond strength 黏合强度bond stress 黏合应力boom 吊杆booster pump 增压泵booster pumping station 增压抽水站booster transformer 增压变压器booster water pump 增压水泵；增压抽水机borated water storage tank 含硼水贮存箱border link 边境连接道路border terminus 过境终站bore 钻孔；内孔bored pile 螺旋钻孔桩bored tunnel 钻挖的隧道borehole log 钻孔纪录boric acid 硼酸boring 钻探；冲孔boring machine 钻探机；镗床borrow area 采泥区；采料区BOT(Build-Operate Transfer) 兴建营运转移bottleneck 樽颈；狭窄段bottom heave 底部隆bottom layer 底层bottom plate 底板bottom simulating reflector (BSR) 海底仿拟反射器bottom-hole pressure 井底压力boulder 巨砾boundary 分界线；界线box bridge 箱型桥box culvert 盒形排水渠；盒形暗渠；箱形暗渠；方形去水渠box girder 箱形大梁brace 撑杆；支撑braced structure 受横向支撑的结构bracing 支撑bracing structure 支撑结构bracket 托架；支架braid 编织电缆brake 制动器brake horse power 制动马力brake lining 制动器摩擦衬片brake pedal 剎车踏板brake system 制动系统brake test 制动器试验brake tester 制动系统测试器braking distance 制动距离；剎车距离branch circuit 分支电路branch pipe/ pipework 支管；分支喉管Brass Caliper 铜身卡尺Brass Flat Bar 铜扁条brass gate valve 黄铜闸阀Brass Padlock w/key 同匙铜锁Brass Straight Nozzle 消防铜射咀brass wire brush 铜丝刷break pressure tank 减压配水缸箱；水压调节池breaker 轧碎机；碎石机；隔断器；开关闸；断路器；保险掣breaking strength 抗断强度breakthrough 击穿breakwater 防波堤breather 通气孔；呼吸器breather valve 通气阀breathing apparatus 呼吸器具brick 砖brick bridge 砖桥Brick Reinforcement 砖墙网Brick Reinforcement Mesh 砖网brick works 砌砖工程brickwork 砖块bridge 桥梁bridge abutment 桥台bridge crane 桥式吊机bridge deck 桥面板；桥板；桥面bridge girder 桥大梁bridge pier 桥墩bridgeworks 桥梁工程Bright spot 亮点Brightness 亮度Brown Paper 鸡皮纸BS916 Hex Bolts & Nuts BS916英制六角螺丝带母(丝闩)bubble accumulator 气泡贮存器Bubble effect 气泡效应bucket conveyor 斗式输送机buckling 压曲；压弯buckling load 压曲临界荷载buffer 缓冲；缓冲器；减震器buffer area 缓冲地区build, operate and transfer (BOT)franchise 「建造、营运及移交」专营权builder' s lift 施工用升降机building 建筑物；大厦building area 建筑面积building condition 楼宇状况building construction 建筑物建造；建筑营造building design 建筑物设计；建筑设计building envelope 建筑物外壳building frontage 建筑物正面building land 屋地；屋子建筑用地building material 建筑物料building plan 建筑图则Building Planning 建筑计划building services 建筑设备building site 屋宇建筑地盘；工地Building Technology 建筑技术building works 屋宇建筑工程；楼宇建筑工程bulk density 容积密度bulk excavation works 大型挖掘工程bulk modulus 体积弹性系数bulldozer 推土机；铲泥车bump (road) 限速路面突块bumper 缓冲器；防撞器；防撞杠bunch 捆扎bund 壆；田基；堤壆bund wall 壆墙bundled area 堤壆保护区buoyant force 浮力burglar alarm system 防盗警报系统buried concrete 埋入地下的混凝土burner 燃烧器；炉头bursting 爆裂bus interchange 巴士转车处bus stop shelter 巴士站遮盖物bus terminus 巴士总站bus-bar 导电条；母线(汇流条)bus-coupler 母线联接bush 轴衬(杯士)butt fusion welding 对头熔接butt welding 对焊butterfly cock 蝶形旋阀butterfly gate 蝶形闸butterfly valve 蝶形阀buttress 支墩buzzer 蜂音器；蜂鸣器by-pass 绕道；支路；支管；旁通管by-pass valve 旁通阀Byte 字节土木工程词汇（C-D）2006-10-27 16:30cab 小室；驾驶室cabinet 小室；贮存柜cable 电缆cable channel 电缆沟；电缆槽cable conduit 电缆管cable coupler 电缆耦合器Cable Cutter 威也钳cable draw pit 电缆沙井；铺缆井cable duct 电缆管道cable gland 电缆密封套cable joint 电缆接头cable laying wagon 电缆敷设车cable lead 电缆引线cable route 电缆路线cable supported viaduct 悬索高架桥cable suspension bridge 钢索吊桥cable trench 电缆槽cable trough 电缆坑cable trunk 电缆干线cable tunnel 电缆隧道cable-stayed bridge 斜拉桥；斜张桥cage 机厢caisson 沉箱caisson cap 沉箱盖caisson foundation 沉箱地基；沉箱基础caisson pier 沉箱墩caisson pile 沉箱桩caisson retaining wall 沉箱挡土墙caisson wall 沉箱墙Calibrate 校准Calibrating device 校准器calibration 校准Calibration constant 校准常数Calibration instrument 校准仪caliper measure 测径calorie (cal) 卡路里(热量单位) calorific value 热值calorifier 加热器cam 凸轮camber 拱度(成弧形)candela (cd) 烛光(发光强度单位) canister respirator 罐型防毒面具canopy 雨遮cantilever 悬臂cantilever beam 悬臂梁cantilever bridge 悬臂桥cantilever crane 悬臂吊机cantilever footing 悬臂基脚cantilever foundation 悬臂地基cantilever support 悬臂支架canvas 帆布canvas belt 帆布带cap 帽；盖Capacitance 电容capacitance meter 电容表Capacitivity 电容率capacitor 电容器capacity 容量；载客量capacity control valve 容量控制阀Capillarity 毛细作用Capillary pressure 毛细压力capital works 基本建设工程；基建工程；carbon brush 碳刷Carbon Dioxide Fire Extinguisher 二氧化碳灭火筒carbon pile 碳柱carbon ring 碳环carbon steel 含碳钢carbon strip 碳条carbonation 碳化carbonation depth 碳化深度carbonation process 碳化过程carbonhydrate 碳水化合物carborundum 金刚砂carburettor 化油器；气化器cargo handling area 货物装卸区Carpenter Hammer w/handle 木工锤Carpenter Pencil 木工笔carriageway 行车道carriageway marking 行车道标记Carry 进位carrying capacity 运载量；载重量；承载能力Cartesian coordinates 笛卡儿坐标；直角坐标cartridge 子弹；弹药筒cartridge operated tool 弹药推动的工具cartridge type respirator 滤罐型呼吸器；筒型防毒面具（猪咀）casing 套管cast iron 铸铁；生铁cast iron conductor 铸铁导管Cast Iron Electrode 铸铁焊支cast iron pipe 铸铁管(生铁管)cast-in anchorage 浇注锚固cast-in-place 灌注；现场浇筑cast-in-place (CIP) 场铸式cast-in-situ concrete unit 现场浇筑混凝土构件casting basin 预制品工场Castor with stopper 棚架辘casualty team 意外事件小组cat ladder 便梯；爬梯catalytic action 催化作用catch 挡片；制止器；扣掣；门扣catch fan 扇形防护网架catch fence 拦截围墙catch platform 坠台Catcher 抓贝catchment area 集水区；引集范围catchpit 排水井；集水坑；截流井catchwater channel 集水槽catenary wire 吊索cathode 阴极cathode ray tube (CRT) 阴极射线管cathodic protection 阴极保护catwalk 跳板；轻便梯；轻便栈桥caulk 填缝Caulking Gun 油灰鎗caulking material 填隙料causeway 堤道(长堤)caution sign 警告标志cavern 洞穴cavity 中空部分；穴cavity wall 空心墙ceiling 天花板ceiling slab 天花板ceiling suspension hook 天花吊celestial eqquator 天球赤道Celestial equator 天体赤道Celestial pole 天极cell 电池cellular office 分格式办公室cement 水泥cement content 水泥含量cement mortar 水泥沙浆cement plaster 水泥灰泥cement rendering 水泥荡面(水泥刷面)cement sand mix 水泥沙浆cementitious content 水泥成分Center of curvature 曲率中心Center of gravity 重心Centesimal graduation 百分度centi (c) 厘(百分之一)Centigrade 百分度；摄氏温度Centimeter-gram-second system 公分-公克-秒单位制central divider 中央分隔栏central dividing strip 中央分隔带central line 中线central median 中央分隔带central power-driven machine 中央动力机械Central processing unit 中央处理机central profile barrier 中央纵向护栏central reserve 中央预留带central span 中跨距(中心跨距)centre lane 中行车线(中央车道)centre line 中心线centre line of street 街道中心线centrifugal filter 离心过滤器centrifugal force 离心力centrifugal load 离心荷载centrifugal pump 离心泵centripetal force 向心力ceramic tile 瓷砖certificate 证明书certificate of inspection 检查证明书certificate of registration 注册证明书；登记证明书certification 核证Certification Standards 建筑师的认证标准certified copy 经核证文本certify 核证cesspool 污水池chain 链chain block 滑车吊链；链动滑轮(链滑车)Chain Saw 电动链锯chainage 丈量长度；里程距离chainlink fence 扣环围栏；铁网围栏Chalk 粉笔Chalk Brush 粉刷chamber 小室；间隔chamfer 去角(斜角)位；斜削chandelier 水晶灯change-over switch 转换开关change-over valve 转换阀channel 沟渠；线糟；槽；渠道；频道channel cover 槽盖Channel wave 槽波channelization (traffic) (交通)导流channelizing island 导行岛channelizing line 导行线Chaos theory 混沌论Character 特性；字符Characteristic 特性；特征characteristic strength 特征强度Charge 炸药；电荷Chart 图表chart datum 海图基准面chart recorder 图表记录器chassis 车身底盘check 查核check block 挡块check joint 止回接头check mechanism 制动装置check plate 垫板；挡板check rail 护轮轨check screw 止动螺钉check valve 止回流阀chemical action 化学作用chemical dosing 化学剂量chemical grout 化学灌浆Chemical Materials 化工物料类chemical property 化学特性chemical refuse 化学垃圾chemical test 化学测试chemicals 化学品chequered plate 网纹板chill plate 冷却板chilled air fan 冷风风扇chilled water pump 冷冻水泵chiller 冷冻机chiller plant 致冷设备；制冷设备chimney 烟沟；烟chimney coping 烟囱盖顶chimney stack 烟囱Chinese Ink 大墨汁Chinese Pen 毛笔Chipping Hammer w/handle 敲锈锤chippings 碎屑；破片chisel 凿chloride 氯化物chloride content 氯化物含量chloride diffusion 氯化物扩散chloride extraction 除氯chloride ion 氯离子chloride ion content 氯离子含量chlorinated polyvinyl chloride (PVC-C) 氯化聚氯乙烯chlorinated water 加有氯气的水chlorinator 加氯器chopper 斩波器；截波器chunam 灰泥土批荡chute 溜槽；滑道；槽管ciffusion coefficient 扩散系数circuit 电路；环道circuit breaker 断路保险掣circular footing 圆基脚circular road 环回道路Circular Saw Blade (Carbide Tipped) 40T钻石介木碟circulating water pump 循环水泵circulation mode 循环模式circumferential road 环回道路civil works 土木工程cladding 骨架外墙；覆盖层claim 声称；申索；索偿clamp 夹钳claplock cable clamp 拍扣式电缆线夹clast 碎屑；岩粒Clathrate 天然气水化合物Claw Hammer w/handle 羊角锤clay 黏土clay field pipe 瓦管Clay Picks Head 番钉头Clay Picks w/handle 番钉连柄Cleaner 洁厕得cleaning eye 清理孔Cleaning Pad 快洁布cleaning rod 清理棒cleansing 洁净clear effective length 净有效长度clear height 净高clear opening 净开口clear space 净空间clear span 净跨距clear width 净宽度clearance 相距空间；(净空)clearance gauge 测隙规clearance space 间隙空间cleat 夹具clevis U形夹client 委托人climb form technique 提升模板技术climbing lane 爬坡车道climofunction 气候因素Clinographic curve 坡度曲线Clinometer 测斜器clip 小夹close fitting cover 紧合封盖close fittings 紧合配件close-boarded platform 密合封板平台Close-up 闭合closed area 禁区closed circuit television (CCTV) 闭路电视closed end 不能通行的一端closed position 闭合的位置Closed traverse 闭合导线Closing error 闭合误差closure 封闭Closure error 闭合误差cloverleaf interchange 四叶式交汇处；蝶式交汇处clutch 离合器co-ordinator 统筹人Coagulation 凝结Coal 红基煤coal-tar epoxy 环氧煤焦油coarse aggregate 粗骨料coarse screening 粗筛Coast line 海岸线Coastal deposits 海岸堆积coating 保护层；涂层coating material 涂盖物质cock 旋塞；旋阀Coconut Brush Broom 椰衣扫Code address 编码地址Code language 代码语言code of practice 工作守则；操作守则code reader 读码器Coded data 编码数据Coded message 编码信息Coder 编码器；编码员Coding 编码；译码Coding rule 编码规则coefficient 系数Coefficient of correction 校正系数Coefficient of correlation 对比系数Coefficient of damping 阻尼系数coefficient of elasticity 弹性系数coefficient of expansion 膨胀系数Coefficient of extension 伸延系数coefficient of internal friction 内摩擦系数coefficient of linear expansion 线性膨胀系数coefficient of refraction 折射系数Coefficient of safety 安全系数coefficient of thermal diffusion 热扩散系数coefficient of transmissibility 可传性系数cofferdam 围堰坝cohesive force 黏合力；凝聚力coil 线圈；簧圈；盘管cold milling 刨去路面旧沥青cold reduced steel wire 冷轧钢丝cold solvent welding 冷冻溶剂焊接cold storage 冷藏库collapse 坍塌collapsible cantilever platform 可折悬臂平台collapsible gate 折闸collar 护圈；束套；套环Collateral data 附属数据collet 套爪；筒夹Collimated 平行Collimation 瞄准；平行校正collimation axis 视准轴collimation error 视准误差collimation line 视准线collimation plane 视准面collimator 视准仪Collision 碰撞Collision zone 板块碰撞带colluvial deposit 崩积土层Color code 色码Color display 彩色展示Color plates 色版Color processing 彩色处理Color Rags 什布仔Color sensation 色感Coloration 着色；彩色colour code 色码colour light signal 颜色灯号coloured cement 颜色水泥column 柱column cap 柱帽column footing 柱基脚column frame 柱架column head 柱头Combination 组合Combination Plier 平咀钳Combination Slip-Joint Plier 鲤鱼钳Combination Wrench 令梗Combination Wrench Set 套庄令梗combined dead load 组合恒载combined effect 混合效应combined footing 联合基脚combined load 合并载重combustible goods 可燃物品combustible material 可燃烧物料combustion 燃烧combustion chamber 燃烧室commencement of operation 开始操作commercial building 商业建筑物commercial complex 商场commercial land 商业用地commercial use 商业用途commissioning 启用；投产；投入服务；开始使用；开始运作commitment 承担common corridor 公用走廊Common mode 同型common part 公用部分Common Round Iron Nails 普通圆铁钉common use 共同使用common waste pipe 共用废水管communal facilities 公用设施communication channel/ link 通讯渠道communication system 通讯系统commutator 整流器commuter 通勤者compacted concrete 压实混凝土compaction 压实；夯实compaction pile 压实桩compaction test 压实测试compartment 分隔室compartment wall 分隔墙Compass 罗盘Compass azimuth 罗盘方位角Compass bearing 罗盘方位Compass declination 磁偏角compatibility 相配；相容compensating valve 补偿阀compensation 补偿；补偿金competent person 符合资格人士；有资格人士Compiler 编绎程序complement 补充设备Complement address 补码地址Complement angle 余角Complementary angle 余角complete function test 全面功能试验complete fusion 完全熔接complete overhaul 全面大修completed works 已完成的工程compliance 遵从composite beam 组合梁composite building 综合用途建筑物composite pile 混合桩composite sandwich construction 复合夹层结构composite steel plate 复合钢板composite wall 组合墙composition 成分compound 场地；合成物comprehensive details 全面细节；整体细节comprehensive development area 综合发展区comprehensive redevelopment area 综合重建区comprehensive transport interchange facilities 综合交通交汇设施comprehensive transport study 整体运输研究compressed air 压缩空气compressed air tunnelling method 压缩空气开挖隧道法compressed gas 压缩气体Compressibility 压缩系数compressing tool 压挤工具compression 压缩compression joint 承压接缝compression load 压缩荷载compression reinforcement 受压钢筋compression test 抗压测试compressional anticline 挤压背斜compressional fold 挤压褶皱compressive failure 压缩塌毁；压缩毁坏compressive strength 抗压强度compressive stress 抗压应力compressor 压缩机computer aided design (CAD)facilities 电脑辅助设计设施computer graphics 电脑绘图Computer language 计算器语言computerized automatic concrete cube crushing machine 电脑化混凝土立方块压力试验机concave 凹形concealed piping 隐藏喉管concentrated load 集中载重；集中荷载concept plan 概念图conceptual layout 概念规划concrete 混凝土；三合土concrete barrier 混凝土防撞栏concrete block 混凝土趸concrete block seawall 混凝土海堤Concrete Brick 沙砖concrete bridge 混凝土桥concrete buffer 混凝土缓冲壆Concrete Chisel 石矢尖凿concrete core 混凝土芯concrete cover 混凝土保护层concrete cube 混凝土立方块concrete cube test 混凝土立方体试验concrete durability 混凝土耐久性concrete foundation 混凝土基础concrete grade 混凝土等级concrete lining 混凝土搪层；混凝土衬里concrete mix 混凝土混合物；混凝土拌合料concrete mixer 混凝土混合机；混凝土搅拌机concrete mixing plant 混凝土拌合厂concrete paving block 混凝土铺路砖concrete pile 混凝土桩concrete pipe 混凝土管concrete plinth 混凝土基脚concrete pour works 混凝土浇灌工程concrete profile barrier 混凝土纵向护栏concrete re-alkalization 混凝土再碱性化concrete sample 混凝土样本concrete slab 混凝土板concrete sleeper 混凝土轨枕concrete spalling 混凝土剥落Concrete Stones 石仔concrete strength 混凝土强度concrete stress 混凝土应力concrete structure 混凝土结构；混凝土建造物。
土木工程专业英语翻译
土木工程专业英语翻译第一篇：土木工程专业英语翻译1.第一课土木工程，这个最古老的工程专业，是指对被建设环境的规划、设计、建筑和管理。
这个环境包括按科学原理所建的一切结构，从灌溉和排水系统到火箭发射设备。
土木工程师们修路、建桥、打隧道，木工程师始终（将介词throughout转译成副词）都要充分利用计算机。
用计算机来设计工程的各要素（计算机辅助设计CAD）且用计算机来管理这个工程项目。
对于现代土木工程师而言，计算机是必备的工具，因为它们允许工程师高效建水坝，海港，发电厂，供水排水系统，建医院，学校，公共交通设施和其他公共设施实质上就是要建设现代化社会和大量人口集中地。
他们也建设私有的设施，例如：机场，铁路，管线，摩天大楼，和其他大型建筑物，它们设计用于工业，商业和居住等用途。
此外，土木工程师规划，设计和建设完整的城市和乡镇，近年来，已经在规划和设计空间平台来构建自给自足型社区。
2.土木这个词来源于拉丁文，原意是市民。
1782年，英国人JohnSmeaton用这个术语将非军事工程工作从在当时占绝大多数的军事工程师所人事的工程工作中区别开来。
从那以后，土木工程这个词常常用于表示建设公用设施的工程师们所人事的工作，尽管这个领域要宽广得多。
3.范围：因为它的面太广，所以土木工程被分成许多技术专业。
各专业的土木工程专家所需要的技能取决于工程项目的类型。
当一个项目开始时，场地被土木工程师所测绘，他们给定给水排水设施和电力线路的实际位置。
岩土工程专家们完成土壤实验来确定地基是否能承受工程项目的自重。
环境专家们研究项目对当地的影响：潜在的空气和地下水资源的污染，工程项目对当地动植物的影响，为满足保护环境的管理要求，怎样才能把工程项目设计好。
4.对于任何一个给定的工程项目，土地处理大量的用来制定工程最佳施工方法的数据。
5.结构工程.在这个专业中，土木工程师计划和设计各种各样的结构，包括桥，水坝，发电厂，设备的支柱，海岸工程的特殊结构，美国空间项目，发射塔，巨大的天文射电望远镜，和许多种其它的工程项目。
土木工程专业英语(带翻译)
State-of-the-art report of bridge health monitoring AbstractThe damage diagnosis and healthmonitoring of bridge structures are active areas of research in recent years. Comparing with the aerospace engineering and mechanical engineering, civil engineering has the specialities of its own in practice. For example, because bridges, as well as most civil engineering structures, are large in size, and have quite lownatural frequencies and vibration levels, at low amplitudes, the dynamic responses of bridge structure are substantially affected by the nonstructural components, unforeseen environmental conditions, and changes in these components can easily to be confused with structural damage.All these give the damage assessment of complex structures such as bridges a still challenging task for bridge engineers. This paper firstly presents the definition of structural healthmonitoring system and its components. Then, the focus of the discussion is placed on the following sections:①the laboratory and field testing research on the damage assessment;②analytical developments of damage detectionmethods, including (a) signature analysis and pattern recognition approaches, (b) model updating and system identification approaches, (c) neural networks approaches; and③sensors and their optimum placements. The predominance and shortcomings of each method are compared and analyzed. Recent examples of implementation of structural health monitoring and damage identification are summarized in this paper. The key problem of bridge healthmonitoring is damage automatic detection and diagnosis, and it is the most difficult problem. Lastly, research and development needs are addressed.1 IntroductionDue to a wide variety of unforeseen conditions and circumstance, it will never be possible or practical to design and build a structure that has a zero percent probability of failure. Structural aging, environmental conditions, and reuse are examples of circumstances that could affect the reliability and the life of a structure. There are needs of periodic inspections to detect deterioration resulting from normal operation and environmental attack or inspections following extreme events, such as strong-motion earthquakes or hurricanes. To quantify these system performance measures requires some means to monitor and evaluate the integrity of civil structureswhile in service. Since the Aloha Boeing 737 accident that occurred on April28, 1988, such interest has fostered research in the areas of structural health monitoring and non-destructive damage detection in recent years.According to Housner, et al. (1997), structural healthmonitoring is defined as“the use ofin-situ,non-destructive sensing and analysis of structural characteristics, including the structural response, for detecting changes that may indicate damage or degradation”[1]. This definition also identifies the weakness. While researchers have attempted the integration of NDEwith healthmonitoring, the focus has been on data collection, not evaluation. What is needed is an efficient method to collect data from a structure in-service and process the data to evaluate key performance measures, such as serviceability, reliability, and durability. So, the definition byHousner, et al.(1997)should be modified and the structural health monitoring may be defined as“the use ofin-situ,nondestructive sensing and analysis of structural characteristics, including the structural response, for the purpose of identifying if damage has occurred, determining the location of damage, estimatingthe severityof damage and evaluatingthe consequences of damage on the structures”(Fig.1). In general, a structural health monitoring system has the potential to provide both damage detection and condition assessment of a structure.Assessing the structural conditionwithout removingthe individual structural components is known as nondestructive evaluation (NDE) or nondestructive inspection. NDE techniques include those involving acoustics, dye penetrating,eddy current, emission spectroscopy, fiber-optic sensors, fiber-scope, hardness testing, isotope, leak testing, optics, magnetic particles, magnetic perturbation, X-ray, noise measurements, pattern recognition, pulse-echo, ra-diography, and visual inspection, etc. Mostof these techniques have been used successfullyto detect location of certain elements, cracks orweld defects, corrosion/erosion, and so on. The FederalHighwayAdministration(FHWA, USA)was sponsoring a large program of research and development in new technologies for the nondestructive evaluation of highway bridges. One of the two main objectives of the program is to develop newtools and techniques to solve specific problems. The other is to develop technologies for the quantitative assessment of the condition of bridges in support of bridge management and to investigate howbest to incorporate quantitative condition information into bridge management systems. They hoped to develop technologies to quickly, efficiently, and quantitatively measure global bridge parameters, such as flexibility and load-carrying capacity. Obviously, a combination of several NDEtechniques may be used to help assess the condition of the system. They are very important to obtain the data-base for the bridge evaluation.But it is beyond the scope of this review report to get into details of local NDE.Health monitoring techniques may be classified as global and local. Global attempts to simultaneously assess the condition of the whole structure whereas local methods focus NDE tools on specific structural components. Clearly, two approaches are complementaryto eachother. All such available informationmaybe combined and analyzed by experts to assess the damage or safety state of the structure.Structural health monitoring research can be categorized into the following four levels: (I) detecting the existence of damage, (II) findingthe location of damage, (III) estimatingthe extentof damage, and (IV) predictingthe remaining fatigue life. The performance of tasks of Level (III) requires refined structural models and analyses, local physical examination, and/or traditional NDE techniques. To performtasks ofLevel (IV) requires material constitutive information on a local level, materials aging studies, damage mechanics, and high-performance computing. With improved instrumentation and understanding of dynamics of complex structures, health monitoring and damage assessment of civil engineering structures has become more practical in systematic inspection and evaluation of these structures during the past two decades.Most structural health monitoringmethods under current investigation focus on using dynamic responses to detect and locate damage because they are global methods that can provide rapid inspection of large structural systems.These dynamics-based methods can be divided into fourgroups:①spatial-domain methods,②modal-domain methods,③time-domain methods, and④frequency- domain methods. Spatial-domain methods use changes of mass, damping, and stiffness matrices to detect and locate damage. Modal-domain methods use changes of natural frequencies, modal damping ratios, andmode shapesto detect damage. In the frequency domain method, modal quantities such as natural frequencies, damping ratio, and model shapes are identified.The reverse dynamic systemof spectral analysis and the generalized frequency response function estimated fromthe nonlinear auto-regressive moving average (NARMA) model were applied in nonlinear system identification. In time domainmethod, systemparameterswere determined fromthe observational data sampled in time. It is necessaryto identifythe time variation of systemdynamic characteristics fromtime domain approach if the properties of structural systemchangewith time under the external loading condition. Moreover, one can use model-independent methods or model-referenced methods to perform damage detection using dynamic responses presented in any of the four domains. Literature shows that model independent methods can detect the existence of damage without much computational efforts, butthey are not accurate in locating damage. On the otherhand, model-referencedmethods are generally more accurate in locating damage and require fewer sensors than model-independent techniques, but they require appropriate structural models and significant computational efforts. Although time-domain methods use original time-domain datameasured using conventional vibrationmeasurement equipment, theyrequire certain structural information and massive computation and are case sensitive. Furthermore, frequency- and modal-domain methods use transformed data,which contain errors and noise due totransformation.Moreover, themodeling and updatingofmass and stiffnessmatrices in spatial-domain methods are problematic and difficult to be accurate. There are strong developmenttrends that two or three methods are combined together to detect and assess structural damages.For example, several researchers combined data of static and modal tests to assess damages. The combination could remove the weakness of each method and check each other. It suits the complexity of damage detection.Structural health monitoring is also an active area of research in aerospace engineering, but there are significant differences among the aerospace engineering, mechanical engineering, and civil engineering in practice. For example,because bridges, as well as most civil engineering structures, are large in size, and have quite lownatural frequencies and vibration levels, at lowamplitudes, the dynamic responses of bridge structure are substantially affected by the non-structural components, and changes in these components can easily to be confused with structural damage. Moreover,the level of modeling uncertainties in reinforced concrete bridges can be much greater than the single beam or a space truss. All these give the damage assessment of complex structures such as bridges a still challenging task for bridge engineers. Recent examples of research and implementation of structural health monitoring and damage assessment are summarized in the following sections.2 Laboratory and field testing researchIn general, there are two kinds of bridge testing methods, static testing and dynamic testing. The dynamic testing includes ambient vibration testing and forcedvibration testing. In ambient vibration testing, the input excitation is not under the control. The loading could be either micro-tremors, wind, waves, vehicle or pedestrian traffic or any other service loading. The increasing popularity of this method is probably due to the convenience of measuring the vibrationresponse while the bridge is under in-service and also due to the increasing availability of robust data acquisition and storage systems. Since the input is unknown, certain assumptions have to be made. Forced vibration testing involves application of input excitation of known force level at known frequencies. The excitation manners include electro-hydraulic vibrators, force hammers, vehicle impact, etc. The static testing in the laboratory may be conducted by actuators, and by standard vehicles in the field-testing.we can distinguish that①the models in the laboratory are mainly beams, columns, truss and/or frame structures, and the location and severity of damage in the models are determined in advance;②the testing has demonstrated lots of performances of damage structures;③the field-testing and damage assessmentof real bridges are more complicated than the models in the laboratory;④the correlation between the damage indicator and damage type,location, and extentwill still be improved.3Analytical developmentThe bridge damage diagnosis and health monitoring are both concerned with two fundamental criteria of the bridges, namely, the physical condition and the structural function. In terms of mechanics or dynamics, these fundamental criteria can be treated as mathematical models, such as response models, modal models and physical models.Instead of taking measurements directly to assess bridge condition, the bridge damage diagnosis and monitoring systemevaluate these conditions indirectly by using mathematical models. The damage diagnosis and health monitoring are active areas of research in recentyears. For example, numerous papers on these topics appear in the proceedings of Inter-national Modal Analysis Conferences (IMAC) each year, in the proceedings of International Workshop on Structural HealthMonitoring (once of two year, at Standford University), in the proceedings of European Conference on Smart materials and Structures and European Conference on Structural Damage AssessmentUsing Advanced Signal Processing Procedures, in the proceedings ofWorld Conferences of Earthquake Engineering, and in the proceedings of International Workshop on Structural Control, etc.. There are several review papers to be referenced, for examples,Housner, et al. (1997)provided an extensive summary ofthe state of the art in control and health monitoring of civil engineering structures[1].Salawu (1997)discussed and reviewed the use of natural frequency as a diagnostic parameter in structural assessment procedures using vibration monitoring.Doebling, Farrar, et al. (1998)presented a through review of the damage detection methods by examining changes in dynamic properties.Zou, TongandSteven (2000)summarized the methods of vibration-based damage and health monitoring for composite structures, especially in delamination modeling techniques and delamination detection.4Sensors and optimum placementOne of the problems facing structural health monitoring is that very little is known about the actual stress and strains in a structure under external excitations. For example, the standard earthquake recordings are made ofmotions of the floors of the structure and no recordings are made of the actual stresses and strains in structural members. There is a need for special sensors to determine the actual performance of structural members. Structural health monitoring requires integrated sensor functionality to measure changes in external environmental conditions, signal processing functionality to acquire, process, and combine multi-sensor and multi-measured information. Individual sensors and instrumented sensor systems are then required to provide such multiplexed information.FuandMoosa (2000)proposed probabilistic advancing cross-diagnosis method to diagnosis-decision making for structural health monitoring. It was experimented in the laboratory respectively using a coherent laser radar system and a CCD high-resolution camera. Results showed that this method was promising for field application. Another new idea is thatneural networktechniques are used to place sensors. For example,WordenandBurrows (2001)used the neural network and methods of combinatorial optimization to locate and classify faults.The static and dynamic data are collected from all kinds of sensorswhich are installed on the measured structures.And these datawill be processed and usable informationwill be extracted. So the sensitivity, accuracy, and locations,etc. of sensors are very important for the damage detections. The more information are obtained, the damage identification will be conducted more easily, but the price should be considered. That’s why the sensors are determined in an optimal ornearoptimal distribution. In aword, the theory and validation ofoptimumsensor locationswill still being developed.5 Examples of health monitoring implementationIn order for the technology to advance sufficiently to become an operational system for the maintenance and safety of civil structures, it is of paramount importance that new analytical developments are ultimately verified with appropriate data obtained frommonitoring systems, which have been implemented on civil structures, such as bridges.Mufti (2001)summarized the applications of SHM of Canadian bridge engineering, including fibre-reinforced polymers sensors, remote monitoring, intelligent processing, practical applications in bridge engineering, and technology utilization. Further study and applications are still being conducted now.FujinoandAbe(2001)introduced the research and development of SHMsystems at the Bridge and Structural Lab of the University of Tokyo. They also presented the ambient vibration based approaches forLaser DopplerVibrometer (LDV) and the applications in the long-span suspension bridges.The extraction of the measured data is very hard work because it is hard to separate changes in vibration signature duo to damage form changes, normal usage, changes in boundary conditions, or the release of the connection joints.Newbridges offer opportunities for developing complete structural health monitoring systems for bridge inspection and co ndition evaluation from“cradle to grave”of the bridges. Existing bridges provide challenges for applying state-of-the-art in structural health monitoring technologies to determine the current conditions of the structural element,connections and systems, to formulate model for estimating the rate of degradation, and to predict the existing and the future capacities of the structural components and systems. Advanced health monitoring systems may lead to better understanding of structural behavior and significant improvements of design, as well as the reduction of the structural inspection requirements. Great benefits due to the introduction of SHM are being accepted by owners, managers, bridge engineers, etc..6 Research and development needsMost damage detection theories and practices are formulated based on the following assumption: that failure or deterioration would primarily affect the stiffness and therefore affect the modal characteristics of the dynamic response of the structure. This is seldom true in practice, because①Traditional modal parameters (natural frequency, damping ratio and mode shapes, etc.) are not sensitive enough to identifyand locate damage. The estimation methods usually assume that structures are linear and proportional damping systems.②Most currently used damage indices depend on the severity of the damage, which is impractical in the field. Most civil engineering structures, such as highway bridges, have redundancy in design and large in size with low natural frequencies. Any damage index should consider these factors.③Scaledmodelingtechniques are used in currentbridge damage detection. Asingle beam/girder models cannot simulate the true behavior of a real bridge. Similitude laws for dynamic simulation and testing should be considered.④Manymethods usually use the undamaged structural modal parameters as the baseline comparedwith the damaged information. This will result in the need of a large data storage capacity for complex structures. But in practice,there are majority of existing structures for which baseline modal responses are not available. Only one developed method(StubbsandKim (1996)), which tried to quantify damagewithout using a baseline, may be a solution to this difficulty. There is a lot of researchwork to do in this direction.⑤Seldommethods have the ability to distinguish the type of damages on bridge structures. To establish the direct relationship between the various damage patterns and the changes of vibrational signatures is not a simple work.Health monitoring requires clearly defined performance criteria, a set of corresponding condition indicators and global and local damage and deterioration indices, which should help diagnose reasons for changes in condition indicators. It is implausible to expect that damage can be reliably detected or tracked by using a single damage index. We note that many additional localized damage indiceswhich relate to highly localized properties ofmaterials or the circumstances may indicate a susceptibility of deterioration such as the presence of corrosive environments around reinforcing steel in concrete, should be also integrated into the health monitoring systems.There is now a considerable research and development effort in academia, industry, and management department regarding global healthmonitoring for civil engineering structures. Several commercial structural monitoring systems currently exist, but further development is needed in commercialization of the technology. We must realize that damage detection and health monitoring for bridge structures by means of vibration signature analysis is a very difficult task. Itcontains several necessary steps, including defining indicators on variations of structural physical condition, dynamic testing to extract such indication parameters,defining the type of damages and remaining capacity or life of the structure, relating the parameters to the defined damage/aging. Unfortunately, to date, no one has accomplished the above steps. There is a lot of work to do in future.桥梁健康监测应用与研究现状摘要桥梁损伤诊断与健康监测是近年来国际上的研究热点,在实践方面,土木工程和航空航天工程、机械工程有明显的差别,比如桥梁结构以及其他大多数土木结构,尺寸大、质量重,具有较低的自然频率和振动水平,桥梁结构的动力响应极容易受到不可预见的环境状态、非结构构件等的影响,这些变化往往被误解为结构的损伤,这使得桥梁这类复杂结构的损伤评估具有极大的挑战性.本文首先给出了结构健康监测系统的定义和基本构成,然后集中回顾和分析了如下几个方面的问题:①损伤评估的室内实验和现场测试;②损伤检测方法的发展,包括:(a)动力指纹分析和模式识别方法, (b)模型修正和系统识别方法, (c)神经网络方法;③传感器及其优化布置等,并比较和分析了各自方法的优点和不足.文中还总结了健康监测和损伤识别在桥梁工程中的应用,指出桥梁健康监测的关键问题在于损伤的自动检测和诊断,这也是困难的问题;最后展望了桥梁健康监测系统的研究和发展方向.关键词:健康监测系统;损伤检测;状态评估;模型修正;系统识别;传感器优化布置;神经网络方法;桥梁结构1概述由于不可预见的各种条件和情况下，设计和建造一个结构将永远不可能或无实践操作性，它有一个失败的概率百分之零。
专业英语土木工程(路桥方向)
专业英语English article in Civil Engineering (土木工程专业英语课文)Lesson1Careers in Civil EngineeringEngineering is a profession, which means that an engineer must have a specialized university education. Many government jurisdictions also have licensing procedures which require engineering graduates to pass an examination, similar to the bar examination for a lawyer, before they can actively start on their careers.specialized专门的, 专科的 jurisdiction管辖权，权限 license许可（证），执照 bar 律师业土木工程是一个意味着工程师必须要经过专门的大学教育的职业。
许多政府管辖部门还有（一套）认证程序，这一程序要求工科毕业生在他们能积极地开始（从事）他们的事业之前，通过（认证）考试, 这种考试类似于律师职业里的律师考试一样。
In the university, mathematics, physics, and chemistry are heavily emphasized throughout the engineering curriculum, but particularly in the first two or three years. Mathematics is very important in all branches of engineering, so it is greatly stressed. Today, mathematics includes courses in statistics, which deals with gathering, classifying, and using numerical data, or pieces of information.mathematics n.数学 curriculum n.课程 branch n. (学科)分科 stress 强调 courses n.课程,路线statistics n. 统计学,统计 deal with涉及，处理An important aspect of statistical mathematics is probability, which deals with what may happen when there are different factors, or variables, that can change the results of a problem. Before the construction of a bridge is undertaken, for example, a statistical study is made of the amount of traffic (which) the bridge will be expected to handle. In the design of the bridge, variables such as water pressure on the foundation, impact, the effects of different wind forces, and many other factors must be considered handleundertake vt.承担 amount of traffic n.交通量 impact碰撞，冲击 Variable 变量大学里, 工科课程中着重强调数学、物理, 和化学,尤其在开始的二到三年。
专业英语 李嘉主编翻译
Lesson 1 Careers in Civil Engineering(土木工程中的各种业务)土木工程是一个意味着工程师必须要经过专门的大学教育的职业。
许多政府管辖部门还有（一套）认证程序，这一程序要求工科毕业生在他们能积极地开始（从事）他们的事业之前，通过（认证）考试, 这种考试类似于律师职业里的律师考试一样。
大学里, 工科课程中着重强调数学、物理, 和化学,尤其在开始的二到三年。
在工科所有分支中，数学非常重要, 因此它被着重地强调。
今天, 数学包括统计学中的课程主要涉及集合, 分类, 和使用数字数据, 或信息。
统计数学的一个重要方面是概率, 它涉及当有改变问题的结果的不同的因素, 或变量时，可能会发生什么。
例如，在承担桥梁的建设之前, 运用统计研究来预计未来桥梁期望承受的交通量. 在桥梁的设计中，(各种)变量如作用在基础上的水压, 碰撞, 不同的风力的作用, 以及许多其它因素必须考虑。
由于在解决这些问题涉及大量的计算, 现在几乎所有工科课程中都包括计算机编程。
当然,计算机能比人类以更快的速度和准确性解决许多问题。
但如果不给计算机清楚和准确指令和信息，换句话说，一个好程序，它也是无用的。
虽然，在工科课程中，对技术科目着重强调，但当前的趋势还是要求学生学习社会科学和语言艺术的课程。
工程和社会间的关系变得更加紧密; 因此,再一次充分说明, 工程师负责（承担）的工程在许多不同和重要的方面影响社会,这些方面是他们所知道的。
并且，工程师需要一种很肯定（自信）语言表达方式来准备报告，这个报告要清楚明了，且在多数情况下, 是令人信服的。
参与研究的工程师要能为科学出版物详细描述他们的发现。
最后两年的工科课程计划包括学生专业领域的学科。
为准备使学生成为一名土木工程师, 这些专业课程可能会涉及诸如大地测量、土力学，或水力学。
学生在大学中的最后一年前常常就开始了频繁的工程师招聘。
近年来，许多不同的公司和政府机构为争夺工程师而竞争。
(完整版)土木工程专业英语翻译
(1)Concrete and reinforced concrete are used as building materials in every country. In many, including Canada and the United States, reinforced concrete is a dominant structural material in engineered construction.(1)混凝土和钢筋混凝土在每个国家都被用作建筑材料。
在许多国家，包括加拿大和美国，钢筋混凝土是一种主要的工程结构材料。
(2)The universal nature of reinforced concrete construction stems from the wide availability of reinforcing bars and the constituents of concrete, gravel, sand, and cement, the relatively simple skills required in concrete construction.(2) 钢筋混凝土建筑的广泛存在是由于钢筋和制造混凝土的材料，包括石子，沙，水泥等，可以通过多种途径方便的得到，同时兴建混凝土建筑时所需要的技术也相对简单。
(3)Concrete and reinforced concrete are used in bridges, building of all sorts, underground structures, water tanks, television towers, offshore oil exploration and production structures, dams, and even in ships.(3)混凝土和钢筋混凝土被应用于桥梁，各种形式的建筑，地下结构，蓄水池，电视塔，海上石油平台，以及工业建筑，大坝，甚至船舶等。
专业英语(土木工程路桥方向)李嘉第三版翻译中英对照
Lesson 7 Transportation Systems交通运输系统Transportation system in a developed nation consists of a network of modes that have evolved over many years. The system consists of vehicles, guideways, terminal facilities and control systems: these operate according to established procedures and schedules in the air, on land, and on water. The system also requires interaction with the user, the operator and the environment. The systems that are in place reflect the multitude of decisions made by shippers, carriers, government, individual travelers, and affected nonusers concerning the investment in or the use of transportation. The transportation system that has evolved has produced a variety of modes that complement each other.在发达国家，交通运输系统由网状结构组成的模式已经发展了好多年。
这个系统由交通工具、轨道、站场设施和控制系统组成。
这些依照空中、陆上和水上已制定的程序和计划运转。
这个系统也需要和用户、司机和环境互动。
专业英语(土木工程-路桥方向)李嘉-第三版-翻译-中英对照
Lesson 7 Transportation Systems交通运输系统Transportation system in a developed nation consists of a network of modes that have evolved over many years. The system consists of vehicles, guideways, terminal facilities and control systems: these operate according to established procedures and schedules in the air, on land, and on water. The system also requires interaction with the user, the operator and the environment. The systems that are in place reflect the multitude of decisions made by shippers, carriers, government, individual travelers, and affected nonusers concerning the investment in or the use of transportation. The transportation system that has evolved has produced a variety of modes that complement each other.在发达国家，交通运输系统由网状结构组成的模式已经发展了好多年。
这个系统由交通工具、轨道、站场设施和控制系统组成。
这些依照空中、陆上和水上已制定的程序和计划运转。
这个系统也需要和用户、司机和环境互动。
专业英语(土木工程 路桥方向)李嘉 第三版 翻译
1、土木工程中的各种业务1、土木工程中的各种业务Engineering is a prof ession, which means that an engineer must have a specialized university education. Many government jurisdictions also have licensing procedures which require engineering graduates to pass an examination, similar to the examination f or a lawyer, bef ore they can actively start on their careers.工程是一种专业，这就是说工程师必须受过专业大学教育。
许多政府管辖部门还有（一套）认证程序，这一程序要求工科毕业生在他们能积极地开始他们的职业生涯之前，通过（认证）考试, 这种考试类似于律师职业里的律师考试一样。
In the university, mathematics, physics, and chemistry are heavily emphasized throughout theengineering curriculum, but particularly in the f irst two or three years. Mathematic is very important in all branches of engineering, so it is greatly stressed. Today, mathematics includes courses in statistics, which deals with gathering, classif ying, and using numerical data, or pieces of inf ormation. An important aspect of statistical mathematics is probability, which deals with what may happen when there are dif f erent f actors, or variables, that can change the results of a problem. Bef ore the construction of a bridge is undertaken, f or example, a statistical study is made of the amount of traf f ic the bridge will be expected to handle. In the design of the bridge, variable such as water pressure on the f oundation, impact, the ef f ects of dif f erent wind f orces, and many other f actors must be considered.大学里,工科课程中着重强调数学、物理,和化学,尤其在开始的两到三年。
土木工程专业英语课文原文及对照翻译
土木工程专业英语课文原文及对照翻译Civil EngineeringCivil engineering, the oldest of the engineering specialties, is the planning, design, construction, and management of the built environment. This environment includes all structures built according to scientific principles, from irrigation and drainage systems to rocket-launching facilities.土木工程学作为最老的工程技术学科，是指规划，设计，施工及对建筑环境的管理。
此处的环境包括建筑符合科学规范的所有结构，从灌溉和排水系统到火箭发射设施。
Civil engineers build roads, bridges, tunnels, dams, harbors, power plants, water and sewage systems, hospitals, schools, mass transit, and other public facilities essential to modern society and large population concentrations. They also build privately owned facilities such as airports, railroads, pipelines, skyscrapers, and other large structures designed for industrial, commercial, or residential use. In addition, civil engineers plan, design, and build complete cities and towns, and more recently have been planning and designing space platforms to house self-contained communities.土木工程师建造道路，桥梁，管道，大坝，海港，发电厂，给排水系统，医院，学校，公共交通和其他现代社会和大量人口集中地区的基础公共设施。
土木工程专业英语课文原文及对照翻译
土木工程专业英语课文原文及对照翻译土木工程师建造道路、桥梁、隧道、水坝、港口、发电厂、水和污水系统、医院、学校、大众交通和其他对现代社会和大量人口集中地区至关重要的公共设施。
他们还建造私人拥有的设施，如机场、铁路、管道、摩天大楼和其他为工业、商业或住宅使用而设计的大型结构。
此外，土木工程师规划、设计和建造完整的城市和城镇，最近还在规划和设计太空平台，以容纳自给自足的社区。
___ passes the planning。
design。
n。
and management of the built ___ scientific principles。
from ___ are essential to modern society。
such as roads。
bridges。
___。
dams。
and hospitals.___ public facilities。
civil engineers also design and build privately-owned structures。
including airports。
railroads。
pipelines。
skyscrapers。
and other ___。
and ___.Overall。
___ civil engineers。
our modern infrastructure and public facilities would not exist.___。
n。
and maintenance of public and private infrastructure。
This includes roads。
bridges。
pipelines。
dams。
ports。
power plants。
water supply and sewage systems。
hospitals。
schools。
___。
and other structures that are essential to modern ___ as airports。
土木工程专业英语名词中英对照
土木工程词汇（A-B）2006-10-27 16:28A Type Wooden Ladder A字木梯A-frame A型骨架A-truss A型构架Aandon 废弃Abandoned well 废井Aberration of needle 磁针偏差Abnormal pressure 异常压力abnormally high pressure 异常高压Abort 中止abrasion 磨损Abrasion surface 浪蚀面abrasive cut-off machine 磨切机Abrasive Cutting Wheel 拮碟abrasive grinding machine 研磨机Abrasive Grinding Wheel 磨碟abrasive particle 磨料颗粒Absolute address 绝对地址Absolute altitude 绝对高度Absolute damping 绝对阻尼Absolute deviation 绝对偏差Absolute flying height 绝对航高Absolute gravity 绝对重力absolute permeability 绝对渗透率absolute porosity 绝对孔隙率absolute temperature 绝对温度absorbability 吸收性；吸附性absorption 吸收abutment 桥墩abutting end 邻接端acceleration 加速acceleration lane 加速车道Acceleration of gravity 重力加速度acceleration pedal 加速器踏板accelerator 催凝剂；加速器；催化剂acceptance criteria 接受准则access 通路；通道access door 检修门；通道门access lane 进出路径access panel 检修门access point 入口处；出入通道处access ramp 入口坡道；斜通道access road 通路；通道access shaft 竖井通道access spiral loop 螺旋式回旋通道access staircase 通道楼梯access step 出入口踏步access tunnel 隧道通道accessible roof 可到达的屋顶accessory 附件；配件accident 事故；意外accidental collapse 意外坍塌accommodate 装设；容纳accredited private laboratory 认可的私人实验室accumulator 储压器；蓄电池accuracy limit 精度限制acetylene cylinder 乙炔圆筒Acetylene Hose 煤喉Acetylene Regulator 煤表acid plant 酸洗设备；酸洗机acid pump 酸液泵acid tank 酸液缸acidic rock 酸性岩acoustic couplant 声耦合剂acoustic coupler 声音藕合器；音效藕合器acoustic lining 隔音板acoustic screen 隔声屏Acoustic wave 声波acrylic paint 丙烯漆料(压克力的油漆)acrylic sheet 丙烯胶片(压克力的胶片)active corrosion 活性腐蚀active earth pressure 主动土压力active fault 活断层active oxidation 活性氧化actual plot ratio 实际地积比率actuator 促动器；唧筒；激发器adapt 改装adaptor 适配器；承接器；转接器；addition 增设；加建additional building works 增补建筑工程additional horizontal force 额外横向力additional plan 增补图则(附加的平面图) additional vent 加设通风口additive 添加剂Address 地址adhesive 黏结剂；胶黏剂adhesive force 附着力Adhesive Glue 万能胶Adhesive Reflective Warning Tape 反光警告贴纸adit 入口；通路；坑道口adjacent construction 相邻建造物adjacent level 相邻水平adjacent site 相邻基地adjacent street 相邻街道adjoining area 毗邻地区adjoining building 毗邻建筑物adjoining land 毗邻土地adjoining structure 毗邻构筑物adjustable 可调校Adjustable Wrench Spanner 昔士adjuster 调节器adjustment 调校；调整Administrative Lawsuit 行政诉讼Administrative Remedy 行政救济admixture 掺合剂；外加剂advance directional sign 前置指路标志；方向预告标志advance earthworks 前期土方工程advance warning sign 前置警告标志advance works 前期工程aeration 曝气aeration tank 曝气池aerial 天线Aerial mapping 航空测图aerial photograph 航测照片Aerial photography 航照定位aerial rapid transit system 高架快速运输系统aerial ropeway 高架缆车系统aerial view 鸟瞰图aerofoil 翼型aerosol 悬浮微粒；喷雾aerosphere 大气圈affix 贴附aftercooler 后冷却器afterfilter 后过滤器aftershock 余震agent 作用剂；代理人aggradation 堆积aggregate 骨材；集料；碎石aggregate area 总面积aggregate grading 骨材级配aggregate superficial area 表面总面积aggregate usable floor space 总楼地板空间agitator 搅拌器；搅动机air bleeding 放气(空气渗出)air blower 鼓风机air brake 气压制动器Air chambor 气室air circuit 空气回路air circuit breaker 空气断路器air cleaner 空气滤清器air compressor 空气压缩机air compressor governor 空气压缩机调压器air conditioning 空气调节air cooled chiller 风冷式冷却机air cooler 空气冷却器air cooling system 空气冷却系统；风冷系统air coupling valve 空气联接阀air curtain fan 风帘风扇air cylinder 气缸；气筒air damper 风闸；气流调节器air distribution system 配气系统air distributor 空气分配器air dryer 空气干燥器air duct 通风管道；气槽air entrained cement 加气水泥；伴沬水泥air entraining agent 输气剂air exhaust 排气口air filter 空气滤器；风隔；隔尘网air filter chamber 空气过滤室air flowmeter 风量计；空气流量计air gap 气隙air grill 空气格栅air inlet 进风口；进气孔air inlet louver 进气百叶air inlet port 进气口air intake 进风口；进气孔；入气口air intake duct 进风槽air intake filter 进气过滤器air isolating cock 空气隔断旋塞air line breathing apparatus 气喉型呼吸器具air line strainer 进气管道隔滤器air outlet 出风口air outlet grille 空气出口栅格air particle 空气粒子air passage 风道air pipe/ pipework 通气管；送气管air piston 空气活塞air pressure gauge 气压表air pressure switch 气压闸air pressurization system 空气加压系统air receiver 空气储存器air reservoir 储气缸air restrictor 空气节流器air shuttle valve 阻气阀air sprayer 喷涂器air spring 空气弹簧air strainer 空气隔滤器；空气滤网air supply outlet 供气出口air supply valve 供气阀air tank 空气箱air valve 进出气阀；放气阀air valve pit 进出气阀井；放气阀井air vent cock 通风管旋塞air ventilator 空气通风器air-operated damper 气动风闸airshaft 通风竖井airtight cover 气密盖airy dry varnish 风干清漆alarm 警报；警报器alarm bell 警报钟alarm buzzer 警报器alga 藻类Alidade 照准仪alidate 照准仪align 对准；调直；定线alignment (road) 路线；准线(特指道路中线的位置与方向) alignment plan (road) 路线平面图alkali-silica reaction 碱硅反应alkaline aggregate reaction 碱性集料反应alkaline earth 碱性土alkaline pump 碱液泵alkaline tank 碱液缸alkalinity 碱度all-purpose road 混合车道；综合车道alley 巷allowable load 容许载重；容许荷载Allowable pressure 容许压力allowable stress 容许应力alloy 合金alloy steel bar 合金钢筋条alluvial deposit 冲积土层；冲积物alluvial plain 冲积系alteration 更改；改建；改动Alternating current 交流电alternating current (a. c.) 交流电alternative design 替代设计alternative route 替代路线alternator 交流发电机Altimeter 高度计Altitude 高度；地平纬度；海拔Altitude correction 高度修正Altitude error 高度误差Altitude-tint legend 高程表Aluminium Flat Bar 铝扁条aluminium tape 铝卷尺aluminum bridge 铝桥Aluminum Sheet 花铝板amber 琥珀amber flashing light 黄色闪光灯Ambient 周围ambient pressure 周围压力ambient temperature 环境温度；周围温度amendment 修订amenities 市容建筑；设施；康乐设施amenity area 美化市容地带amenity railing 美观栏杆ammeter 电流表；安培计Ammonium nitrate 硝酸铵Amortisseur 减震器Amortization 减震Ampere 安培（电流单位）ampere (A) 安培(电流量单位)Ampere's law 安培定律amplification 放大；增强Amplifier 放大器amplitude 幅；振幅Amplitude anomaly 振幅异常Analog 模拟Analog signal 模拟信号Analogue 模拟anchor 锚；锚竿支撑anchor bearing 锚承；锚座anchor bolt 锚栓anchor plate 锚碇板anchorage 锚碇；碇泊区；抛锚区；锚固anchorage length 锚固长度anchoring strength 锚固强度ancillary building 附属建筑物ancillary facilities 附属设施ancillary installation 附带装置ancillary works 附属工程angle cutter 角铁切割机angle iron bracket 角铁支架；角铁托架Angle of declination 偏角Angle of depression 俯角Angle of dip 倾角Angle of elevation 仰角angle of emergence 出射角angle of incidence 入射角angle of inclination 倾斜角angle of internal friction 内摩擦角angle of polarization 偏极角angle of reflection 反射角Angle of refraction 折射角angle of rotaion 旋转角angle probe 斜探头angular velocity 角速度annealing 退火annunciation lamp 警示灯annunciator 传播器；呼唤器anode 阳极anode voltage 阳极电压Anomaly 异常antenna 天线Anthracite 红基煤anti-corrosion paint 防腐蚀油漆anti-creep device 防溜装置Anti-grease Rubber Gloves 防油胶手套anti-lift roller 防升滚轮anti-oxidizing paint 抗氧化漆anti-rust paint 防锈漆anti-skid chequer 防滑格纹anti-skid device 防滑装置anti-skid dressing 防滑钢沙anti-skid material 防滑物料anti-slip 防滑动；防空转；防打滑anti-static chain 抗静电链anti-static tyre 抗静电轮胎anti-stripping agent 防剥剂anti-syphonage pipe 反虹吸作用管anti-tip roller 防倾侧滚轮anti-vibration mounting 防震装置anti-vibration pad 防震垫anticline 背斜Antitermite Paint 白蚁油anvil 铁砧aperture 隙缝；壁孔apex 顶apparatus 仪器；装置；器具；器材appliance 用具；装置；设备applied covering 外加覆盖物applied load 外施荷载(应用的负荷)approach 进路；引道；接驳道路；引桥approach channel 进港航道；引渠approach ramp 引道坡approach road 引道；进路approach speed 来车速度approach taper 楔形引道路段approach viaduct 高架引道approved material 经核准的物料approved plan 经核准的图则appurtenance 附属物apron 跳板；护板；停机坪arc 电弧arc contact 电弧触点arc runner 电弧滚环arc welding 电弧焊接arch 拱；弓形；拱门arch bridge 拱桥architect 建筑师architectural 建筑学architectural decoration 建筑装饰architectural projection 建筑上的伸出物Architecture 结构area traffic control system 区域交通控制系统argon arc welding 氩气焊armature 电枢arrangement 排列；布置array 数组arresting assembly 止动装置art paper 铜版纸arterial highway 干线道路arterial traffic 干线交通article of agreement 合约细则Articulation 清晰度Artifacts 人工产品Artificial illumination 人工照明Artificial intelligence 人工智能artificial lighting 人工照明as-built drawing 竣工图则as-constructed drawing 竣工图则asbestos abatement works 石棉拆除工程asbestos cement 石棉水泥asbestos gasket 石棉垫料aseismic region 无震区ash pit 排渣槽；灰坑asphalt 沥青asphalt distributor 沥青喷洒机asphalt paver 沥青铺筑机asphalt roofing 沥青屋面asphaltic coating 沥青涂层asphaltic concrete 沥青混凝土asphaltos 地沥青aspirator 吸气器assemblage 组合物assembly 装置；组合assessment 评估associated works 相关工程；相关设施Assorted Cloth 各色布仔Assorted Rubber Gloves 杂色胶手套Asymptote 渐近线at-grade pedestrian crossing 地面行人过路处at-grade signal controlled junction 交通灯控制地面路口atmospheric distillation 常压蒸馏atmospheric pressure 大气压力；常压atmospheric temperature 常温atomization air fan 雾化空气风扇(喷雾空气风扇) attachment 附件；附属物attenuation 衰减audible signal 音响讯号audible warning 音响警号Auger Bit 长身小林式钻咀Aurora 极光Aurora australis 南极光Aurora borealis 北极光authorities 权限authority 主管当局authorized officer 获授权人员authorized person 获授权人；认可人士；核准人士authorized works 获授权进行的工程；批准进行的工程Auto-Marking Gauge ST-7521N自动墨斗automatic (spark)ignition device 自动(火花)点火装置Automatic control 自动控制automatic control switch 自动控制开关automatic operation 自动操作automatic release 自动脱扣automatic voltage regulator 自动调压器automatic weather station 自动气象站Automatic zero set 自动归零automation equipment 自动化设备Automobil Putty 原子灰auxiliary control panel 辅助掣板(附加的控制仪表板) auxiliary equipment 辅助设备auxiliary feedwater pump 辅助给水泵auxiliary feedwater tank 辅助给水箱auxiliary plant 辅助厂房auxiliary system 辅助系统auxiliary water pump 辅助水泵average compressive stress 平均压应力average strength 平均强度Averaging 平均Axe Handle 斧头柄axial fan 轴流式风扇axial force 轴向力axial load 轴向载重；轴向荷载axial stress 轴向应力Axis of abscissa 横坐标轴Axis of ordinate 纵坐标轴axis of reference 参考轴axis of rotation 旋转轴axis of symmetry 对称轴axle bearing 车轴轴承(车轴啤令) Azimuth bearing 方位角azimuth compass 方向罗盘Azimuthal angles 方位角Back azimuth 反方位角back-fire 逆火back-up area 后勤地区；辅助埸地backfill 回填；回填土backfill material 回填物料background noise 背景噪音backing plate 垫板；背板Backsight 后视Bad data 不良资料Bad earth 接地不良baffle 隔板；挡板baffle plate 遮挡板baffle wall 遮挡墙balance tank 调节池；均衡槽balance weight 平衡锤balanced load 平衡载重balancer 平冲器Balancing 平差Balancing a survey 测量平差balancing pipeline 平衡水管balcony 露台ball bearing 滚珠轴承Ball Caster 平底波辘Ball Peen Hammer w/handle 圆头锤Ball Point Hex Key Set (extra-long) 加长波头套庄六角匙ball valve 浮球阀；球形阀；波阀ball-and-socket joint 球窝接头ballast 道碴bamboo bridge 竹桥Bamboo Broom 竹扫把Bamboo Handle Toilet Brush 竹柄鲍鱼刷bamboo scaffolding 竹枝棚架band brake 带式制动器band clamp 带夹banshee alarm 尖啸警报bar 铁枝；杆；巴(压力量单位)bar tendon 钢筋Barbed Wire 有棘铁线barging area 驳运地点barrack 营房barrel 管筒；芯管barrette 方形桩barricade 路障；障碍物barrier 栏栅；护栏；障碍物；屏障barrier block 路障barrier gate 路闸barrier plate 阻挡板Basal plane 基面bascule bridge 开合式活动吊桥base 基座base course 路面下层；承重层；路基层base frame 基架base insulator 基架绝缘器Base level 基准面base map 底图base plate 底板；垫板base sealing 底部密封胶base slab 平底板base support 底座支架Base temperature 基础温度baseline 基线；底线；基准线baseline programme 基线计划basement 地库；地窖；地下室Basin 盆地batching plant 混凝土混和机；配料厂bathmeter 深度计Batter level 测斜器batter pile 斜桩battery 蓄电池battery acid level 电池酸位battery cell volt 蓄电池电压Battery Cells 电芯battery charger 电池充电器battery electric locomotive 电力机车battery electrolyte 电池电解液battery-powered device 电池推动装置bauxite 铝土beacon 闪光指示灯bead 焊珠beam 横梁beam (or girder) bridge 梁式桥Beaman arc 贝门弧bearing 支座；支承；承座；轴承(啤令)；方向角Bearing angle 方位角bearing capacity 承载力bearing force 承重能力；承载能力bearing pad 支承垫片；承重垫片bearing pile 支承桩bearing pin 支承栓钉bearing plate 支承垫板bearing stress 支承应力bearing surface 支承面bedding 底层；层理bedplate 座板bedrock 基层岩behaviour 性能；状况Belisha beacon 斑马线灯；黄波灯bellow pot 气囊；气囊筒belly band 安全带belt 带；皮带belt conveyor 带式输送机belt guard 皮带护罩belt tension 皮带拉力bend 弯角；弯位；路弯；弯管bending force 弯曲力bending stress 弯曲应力Benkelman beam test 贝克曼梁试验bentonite 膨润土berm channel 斜水平台渠berth 停泊处；碇泊位bevel 斜角；斜面bias 偏移Bias magnetic 磁偏bill of quantities 工料清单binder 黏合料bisectrix 等分线bit 钻头bitumen 沥青bitumen coating 沥青外衬(沥青护膜) bitumen felt 沥青纸bitumen lining 沥青衬里Bitumen Paint 腊青油Bitumen Paper 腊青纸bituminous concrete 沥青混凝土bituminous macadam 沥青碎石bituminous waterproof membrane 沥青防水膜Black Canvas Hose 黑色帆布喉Black Iron Pipe (Class B) B级黑铁喉Black Rubber Gloves 黑胶手套Black Steel Strapping 黑铁皮Black Welding Glass 黑玻璃blade 剪刀；叶片blank flange 盲板法兰；盲板凸缘；管口盖板blanking plate 封板blast-furnace 鼓风炉blast-furnace slag cement 炉渣水泥blasting 爆石；爆破bleed nipple 放气嘴；减压嘴bleed off pipe 溢流管bleed screw 放气螺钉；减压螺钉bleeding 泌浆(混凝土)；泌水性(混凝土) blended cement 混合水泥blending control 混合控制blinding 补路石砂；(填充表面孔隙的细石) blinds 百叶窗block plan 楼宇平面图(地盘图)blow down 放水；放气blow down valve 放泄阀；排水阀blower 吹风机；鼓风机Blue Pencil #1276蓝铅笔Blue Powder 蓝淀粉bobbin 绕线管Body belts w/cert. 救生绳连证书bogie 转向架boiler room 锅炉房boiling point 沸点bollard 护柱；系船柱bollard light 安全岛指示灯bollard plinth 护柱柱基；护柱基座bolster 承枕；横撑bolt 螺栓Bolt Cutter 蛇头剪Bolts and Nuts 螺丝类bond 黏结；黏合；契约bond coat 黏合层bond strength 黏合强度bond stress 黏合应力boom 吊杆booster pump 增压泵booster pumping station 增压抽水站booster transformer 增压变压器booster water pump 增压水泵；增压抽水机borated water storage tank 含硼水贮存箱border link 边境连接道路border terminus 过境终站bore 钻孔；内孔bored pile 螺旋钻孔桩bored tunnel 钻挖的隧道borehole log 钻孔纪录boric acid 硼酸boring 钻探；冲孔boring machine 钻探机；镗床borrow area 采泥区；采料区BOT(Build-Operate Transfer) 兴建营运转移bottleneck 樽颈；狭窄段bottom heave 底部隆bottom layer 底层bottom plate 底板bottom simulating reflector (BSR) 海底仿拟反射器bottom-hole pressure 井底压力boulder 巨砾boundary 分界线；界线box bridge 箱型桥box culvert 盒形排水渠；盒形暗渠；箱形暗渠；方形去水渠box girder 箱形大梁brace 撑杆；支撑braced structure 受横向支撑的结构bracing 支撑bracing structure 支撑结构bracket 托架；支架braid 编织电缆brake 制动器brake horse power 制动马力brake lining 制动器摩擦衬片brake pedal 剎车踏板brake system 制动系统brake test 制动器试验brake tester 制动系统测试器braking distance 制动距离；剎车距离branch circuit 分支电路branch pipe/ pipework 支管；分支喉管Brass Caliper 铜身卡尺Brass Flat Bar 铜扁条brass gate valve 黄铜闸阀Brass Padlock w/key 同匙铜锁Brass Straight Nozzle 消防铜射咀brass wire brush 铜丝刷break pressure tank 减压配水缸箱；水压调节池breaker 轧碎机；碎石机；隔断器；开关闸；断路器；保险掣breaking strength 抗断强度breakthrough 击穿breakwater 防波堤breather 通气孔；呼吸器breather valve 通气阀breathing apparatus 呼吸器具brick 砖brick bridge 砖桥Brick Reinforcement 砖墙网Brick Reinforcement Mesh 砖网brick works 砌砖工程brickwork 砖块bridge 桥梁bridge abutment 桥台bridge crane 桥式吊机bridge deck 桥面板；桥板；桥面bridge girder 桥大梁bridge pier 桥墩bridgeworks 桥梁工程Bright spot 亮点Brightness 亮度Brown Paper 鸡皮纸BS916 Hex Bolts & Nuts BS916英制六角螺丝带母(丝闩)bubble accumulator 气泡贮存器Bubble effect 气泡效应bucket conveyor 斗式输送机buckling 压曲；压弯buckling load 压曲临界荷载buffer 缓冲；缓冲器；减震器buffer area 缓冲地区build, operate and transfer (BOT)franchise 「建造、营运及移交」专营权builder' s lift 施工用升降机building 建筑物；大厦building area 建筑面积building condition 楼宇状况building construction 建筑物建造；建筑营造building design 建筑物设计；建筑设计building envelope 建筑物外壳building frontage 建筑物正面building land 屋地；屋子建筑用地building material 建筑物料building plan 建筑图则Building Planning 建筑计划building services 建筑设备building site 屋宇建筑地盘；工地Building Technology 建筑技术building works 屋宇建筑工程；楼宇建筑工程bulk density 容积密度bulk excavation works 大型挖掘工程bulk modulus 体积弹性系数bulldozer 推土机；铲泥车bump (road) 限速路面突块bumper 缓冲器；防撞器；防撞杠bunch 捆扎bund 壆；田基；堤壆bund wall 壆墙bundled area 堤壆保护区buoyant force 浮力burglar alarm system 防盗警报系统buried concrete 埋入地下的混凝土burner 燃烧器；炉头bursting 爆裂bus interchange 巴士转车处bus stop shelter 巴士站遮盖物bus terminus 巴士总站bus-bar 导电条；母线(汇流条) bus-coupler 母线联接bush 轴衬(杯士)butt fusion welding 对头熔接butt welding 对焊butterfly cock 蝶形旋阀butterfly gate 蝶形闸butterfly valve 蝶形阀buttress 支墩buzzer 蜂音器；蜂鸣器by-pass 绕道；支路；支管；旁通管by-pass valve 旁通阀Byte 字节土木工程词汇（C-D）2006-10-27 16:30cab 小室；驾驶室cabinet 小室；贮存柜cable 电缆cable channel 电缆沟；电缆槽cable conduit 电缆管cable coupler 电缆耦合器Cable Cutter 威也钳cable draw pit 电缆沙井；铺缆井cable duct 电缆管道cable gland 电缆密封套cable joint 电缆接头cable laying wagon 电缆敷设车cable lead 电缆引线cable route 电缆路线cable supported viaduct 悬索高架桥cable suspension bridge 钢索吊桥cable trench 电缆槽cable trough 电缆坑cable trunk 电缆干线cable tunnel 电缆隧道cable-stayed bridge 斜拉桥；斜张桥cage 机厢caisson 沉箱caisson cap 沉箱盖caisson foundation 沉箱地基；沉箱基础caisson pier 沉箱墩caisson pile 沉箱桩caisson retaining wall 沉箱挡土墙caisson wall 沉箱墙Calibrate 校准Calibrating device 校准器calibration 校准Calibration constant 校准常数Calibration instrument 校准仪caliper measure 测径calorie (cal) 卡路里(热量单位) calorific value 热值calorifier 加热器cam 凸轮camber 拱度(成弧形)candela (cd) 烛光(发光强度单位) canister respirator 罐型防毒面具canopy 雨遮cantilever 悬臂cantilever beam 悬臂梁cantilever bridge 悬臂桥cantilever crane 悬臂吊机cantilever footing 悬臂基脚cantilever foundation 悬臂地基cantilever support 悬臂支架canvas 帆布canvas belt 帆布带cap 帽；盖Capacitance 电容capacitance meter 电容表Capacitivity 电容率capacitor 电容器capacity 容量；载客量capacity control valve 容量控制阀Capillarity 毛细作用Capillary pressure 毛细压力capital works 基本建设工程；基建工程；carbon brush 碳刷Carbon Dioxide Fire Extinguisher 二氧化碳灭火筒carbon pile 碳柱carbon ring 碳环carbon steel 含碳钢carbon strip 碳条carbonation 碳化carbonation depth 碳化深度carbonation process 碳化过程carbonhydrate 碳水化合物carborundum 金刚砂carburettor 化油器；气化器cargo handling area 货物装卸区Carpenter Hammer w/handle 木工锤Carpenter Pencil 木工笔carriageway 行车道carriageway marking 行车道标记Carry 进位carrying capacity 运载量；载重量；承载能力Cartesian coordinates 笛卡儿坐标；直角坐标cartridge 子弹；弹药筒cartridge operated tool 弹药推动的工具cartridge type respirator 滤罐型呼吸器；筒型防毒面具（猪咀）casing 套管cast iron 铸铁；生铁cast iron conductor 铸铁导管Cast Iron Electrode 铸铁焊支cast iron pipe 铸铁管(生铁管)cast-in anchorage 浇注锚固cast-in-place 灌注；现场浇筑cast-in-place (CIP) 场铸式cast-in-situ concrete unit 现场浇筑混凝土构件casting basin 预制品工场Castor with stopper 棚架辘casualty team 意外事件小组cat ladder 便梯；爬梯catalytic action 催化作用catch 挡片；制止器；扣掣；门扣catch fan 扇形防护网架catch fence 拦截围墙catch platform 坠台Catcher 抓贝catchment area 集水区；引集范围catchpit 排水井；集水坑；截流井catchwater channel 集水槽catenary wire 吊索cathode 阴极cathode ray tube (CRT) 阴极射线管cathodic protection 阴极保护catwalk 跳板；轻便梯；轻便栈桥caulk 填缝Caulking Gun 油灰鎗caulking material 填隙料causeway 堤道(长堤)caution sign 警告标志cavern 洞穴cavity 中空部分；穴cavity wall 空心墙ceiling 天花板ceiling slab 天花板ceiling suspension hook 天花吊celestial eqquator 天球赤道Celestial equator 天体赤道Celestial pole 天极cell 电池cellular office 分格式办公室cement 水泥cement content 水泥含量cement mortar 水泥沙浆cement plaster 水泥灰泥cement rendering 水泥荡面(水泥刷面)cement sand mix 水泥沙浆cementitious content 水泥成分Center of curvature 曲率中心Center of gravity 重心Centesimal graduation 百分度centi (c) 厘(百分之一)Centigrade 百分度；摄氏温度Centimeter-gram-second system 公分-公克-秒单位制central divider 中央分隔栏central dividing strip 中央分隔带central line 中线central median 中央分隔带central power-driven machine 中央动力机械Central processing unit 中央处理机central profile barrier 中央纵向护栏central reserve 中央预留带central span 中跨距(中心跨距)centre lane 中行车线(中央车道)centre line 中心线centre line of street 街道中心线centrifugal filter 离心过滤器centrifugal force 离心力centrifugal load 离心荷载centrifugal pump 离心泵centripetal force 向心力ceramic tile 瓷砖certificate 证明书certificate of inspection 检查证明书certificate of registration 注册证明书；登记证明书certification 核证Certification Standards 建筑师的认证标准certified copy 经核证文本certify 核证cesspool 污水池chain 链chain block 滑车吊链；链动滑轮(链滑车)Chain Saw 电动链锯chainage 丈量长度；里程距离chainlink fence 扣环围栏；铁网围栏Chalk 粉笔Chalk Brush 粉刷chamber 小室；间隔chamfer 去角(斜角)位；斜削chandelier 水晶灯change-over switch 转换开关change-over valve 转换阀channel 沟渠；线糟；槽；渠道；频道channel cover 槽盖Channel wave 槽波channelization (traffic) (交通)导流channelizing island 导行岛channelizing line 导行线Chaos theory 混沌论Character 特性；字符Characteristic 特性；特征characteristic strength 特征强度Charge 炸药；电荷Chart 图表chart datum 海图基准面chart recorder 图表记录器chassis 车身底盘check 查核check block 挡块check joint 止回接头check mechanism 制动装置check plate 垫板；挡板check rail 护轮轨check screw 止动螺钉check valve 止回流阀chemical action 化学作用chemical dosing 化学剂量chemical grout 化学灌浆Chemical Materials 化工物料类chemical property 化学特性chemical refuse 化学垃圾chemical test 化学测试chemicals 化学品chequered plate 网纹板chill plate 冷却板chilled air fan 冷风风扇chilled water pump 冷冻水泵chiller 冷冻机chiller plant 致冷设备；制冷设备chimney 烟沟；烟chimney coping 烟囱盖顶chimney stack 烟囱Chinese Ink 大墨汁Chinese Pen 毛笔Chipping Hammer w/handle 敲锈锤chippings 碎屑；破片chisel 凿chloride 氯化物chloride content 氯化物含量chloride diffusion 氯化物扩散chloride extraction 除氯chloride ion 氯离子chloride ion content 氯离子含量chlorinated polyvinyl chloride (PVC-C) 氯化聚氯乙烯chlorinated water 加有氯气的水chlorinator 加氯器chopper 斩波器；截波器chunam 灰泥土批荡chute 溜槽；滑道；槽管ciffusion coefficient 扩散系数circuit 电路；环道circuit breaker 断路保险掣circular footing 圆基脚circular road 环回道路Circular Saw Blade (Carbide Tipped) 40T钻石介木碟circulating water pump 循环水泵circulation mode 循环模式circumferential road 环回道路civil works 土木工程cladding 骨架外墙；覆盖层claim 声称；申索；索偿clamp 夹钳claplock cable clamp 拍扣式电缆线夹clast 碎屑；岩粒Clathrate 天然气水化合物Claw Hammer w/handle 羊角锤clay 黏土clay field pipe 瓦管Clay Picks Head 番钉头Clay Picks w/handle 番钉连柄Cleaner 洁厕得cleaning eye 清理孔Cleaning Pad 快洁布cleaning rod 清理棒cleansing 洁净clear effective length 净有效长度clear height 净高clear opening 净开口clear space 净空间clear span 净跨距clear width 净宽度clearance 相距空间；(净空)clearance gauge 测隙规clearance space 间隙空间cleat 夹具clevis U形夹client 委托人climb form technique 提升模板技术climbing lane 爬坡车道climofunction 气候因素Clinographic curve 坡度曲线Clinometer 测斜器clip 小夹close fitting cover 紧合封盖close fittings 紧合配件close-boarded platform 密合封板平台Close-up 闭合closed area 禁区closed circuit television (CCTV) 闭路电视closed end 不能通行的一端closed position 闭合的位置Closed traverse 闭合导线Closing error 闭合误差closure 封闭Closure error 闭合误差cloverleaf interchange 四叶式交汇处；蝶式交汇处clutch 离合器co-ordinator 统筹人Coagulation 凝结Coal 红基煤coal-tar epoxy 环氧煤焦油coarse aggregate 粗骨料coarse screening 粗筛Coast line 海岸线Coastal deposits 海岸堆积coating 保护层；涂层coating material 涂盖物质cock 旋塞；旋阀Coconut Brush Broom 椰衣扫Code address 编码地址Code language 代码语言code of practice 工作守则；操作守则code reader 读码器Coded data 编码数据Coded message 编码信息Coder 编码器；编码员Coding 编码；译码Coding rule 编码规则coefficient 系数Coefficient of correction 校正系数Coefficient of correlation 对比系数Coefficient of damping 阻尼系数coefficient of elasticity 弹性系数coefficient of expansion 膨胀系数Coefficient of extension 伸延系数coefficient of internal friction 内摩擦系数coefficient of linear expansion 线性膨胀系数coefficient of refraction 折射系数Coefficient of safety 安全系数coefficient of thermal diffusion 热扩散系数coefficient of transmissibility 可传性系数cofferdam 围堰坝cohesive force 黏合力；凝聚力coil 线圈；簧圈；盘管cold milling 刨去路面旧沥青cold reduced steel wire 冷轧钢丝cold solvent welding 冷冻溶剂焊接cold storage 冷藏库collapse 坍塌collapsible cantilever platform 可折悬臂平台collapsible gate 折闸collar 护圈；束套；套环Collateral data 附属数据collet 套爪；筒夹Collimated 平行Collimation 瞄准；平行校正collimation axis 视准轴collimation error 视准误差collimation line 视准线collimation plane 视准面collimator 视准仪Collision 碰撞Collision zone 板块碰撞带colluvial deposit 崩积土层Color code 色码Color display 彩色展示Color plates 色版Color processing 彩色处理Color Rags 什布仔Color sensation 色感Coloration 着色；彩色colour code 色码colour light signal 颜色灯号coloured cement 颜色水泥column 柱column cap 柱帽column footing 柱基脚column frame 柱架column head 柱头Combination 组合Combination Plier 平咀钳Combination Slip-Joint Plier 鲤鱼钳Combination Wrench 令梗Combination Wrench Set 套庄令梗combined dead load 组合恒载combined effect 混合效应combined footing 联合基脚combined load 合并载重combustible goods 可燃物品combustible material 可燃烧物料combustion 燃烧combustion chamber 燃烧室commencement of operation 开始操作commercial building 商业建筑物commercial complex 商场commercial land 商业用地commercial use 商业用途commissioning 启用；投产；投入服务；开始使用；开始运作commitment 承担common corridor 公用走廊Common mode 同型common part 公用部分Common Round Iron Nails 普通圆铁钉common use 共同使用common waste pipe 共用废水管communal facilities 公用设施communication channel/ link 通讯渠道communication system 通讯系统commutator 整流器commuter 通勤者compacted concrete 压实混凝土compaction 压实；夯实compaction pile 压实桩compaction test 压实测试compartment 分隔室compartment wall 分隔墙Compass 罗盘Compass azimuth 罗盘方位角Compass bearing 罗盘方位Compass declination 磁偏角compatibility 相配；相容compensating valve 补偿阀compensation 补偿；补偿金competent person 符合资格人士；有资格人士Compiler 编绎程序complement 补充设备Complement address 补码地址Complement angle 余角Complementary angle 余角complete function test 全面功能试验complete fusion 完全熔接complete overhaul 全面大修completed works 已完成的工程compliance 遵从composite beam 组合梁composite building 综合用途建筑物composite pile 混合桩composite sandwich construction 复合夹层结构composite steel plate 复合钢板composite wall 组合墙composition 成分compound 场地；合成物comprehensive details 全面细节；整体细节comprehensive development area 综合发展区comprehensive redevelopment area 综合重建区comprehensive transport interchange facilities 综合交通交汇设施comprehensive transport study 整体运输研究compressed air 压缩空气compressed air tunnelling method 压缩空气开挖隧道法compressed gas 压缩气体Compressibility 压缩系数compressing tool 压挤工具compression 压缩compression joint 承压接缝compression load 压缩荷载compression reinforcement 受压钢筋compression test 抗压测试compressional anticline 挤压背斜compressional fold 挤压褶皱compressive failure 压缩塌毁；压缩毁坏compressive strength 抗压强度compressive stress 抗压应力compressor 压缩机computer aided design (CAD)facilities 电脑辅助设计设施computer graphics 电脑绘图Computer language 计算器语言computerized automatic concrete cube crushing machine 电脑化混凝土立方块压力试验机concave 凹形concealed piping 隐藏喉管concentrated load 集中载重；集中荷载concept plan 概念图conceptual layout 概念规划concrete 混凝土；三合土concrete barrier 混凝土防撞栏concrete block 混凝土趸concrete block seawall 混凝土海堤Concrete Brick 沙砖concrete bridge 混凝土桥concrete buffer 混凝土缓冲壆Concrete Chisel 石矢尖凿concrete core 混凝土芯concrete cover 混凝土保护层concrete cube 混凝土立方块concrete cube test 混凝土立方体试验concrete durability 混凝土耐久性concrete foundation 混凝土基础concrete grade 混凝土等级concrete lining 混凝土搪层；混凝土衬里concrete mix 混凝土混合物；混凝土拌合料concrete mixer 混凝土混合机；混凝土搅拌机concrete mixing plant 混凝土拌合厂concrete paving block 混凝土铺路砖concrete pile 混凝土桩concrete pipe 混凝土管concrete plinth 混凝土基脚concrete pour works 混凝土浇灌工程concrete profile barrier 混凝土纵向护栏concrete re-alkalization 混凝土再碱性化concrete sample 混凝土样本concrete slab 混凝土板concrete sleeper 混凝土轨枕。
土木工程专业英语翻译(含中英)
Structural behavior of low- and normal-strength interface mortar of masonryThomas Zimmermann1 , Alfred Strauss1 and Konrad Bergmeister1(1) Institute for Structural Engineering, University of Natural Resources and Life Sciences, Peter-Jordan-Strasse 82, 1190 Vienna, AustriaThomasZimmermann(Correspondingauthor)Email:Zimmermann.Thomas@boku.ac.atAlfredStraussEmail:Alfred.Strauss@boku.ac.atKonradBergmeisterEmail:Konrad.Bergmeister@boku.ac.atReceived:12 April 2011 Accepted:29 August 2011 Published online:8 November 2011 Abstract Building with masonry is based on the experience of many centuries. Although this design is used worldwide, knowledge about the material behaviour of masonry is still subject to uncertainties. The determination of safety of these structures against earthquakes is a complex challenge. For instance it depends on the resistance of the structure, the seismic action and on many uncertain structural details. One of the key parameters regarding the resistance is the shear strength of the masonry. A series of tests on mortar prisms according to EN 1015-11 was performed in which the mortar properties were varied in order to measure bending and compressive strength. In a second test program, the shear strength of the masonry was tested according to EN 1052-3. Shear triplets were made to establish the shear strength variation due to deliberate variation of the mortar properties. In addition, for both tests on mortar prisms and tests on shear triplets, descriptive statistical parameters were calculated and an attempt was made to describe the datasets with probabilistic distributions for further dimensioning and stochastic assessments. Keywords Shear strength – Coefficient of friction – Old masonry1IntroductionMasonry is a typical construction material which can withstand compression, but has low shear and bending resistance. This makes unreinforced masonry buildings highly interesting: (a) to gather mechanical properties and their wide scatter, which is characteristic for old masonry, and, (b) to obtain appropriate tools for assessment, analysis and retrofit methods.General rules and design aspects are stated in specific Eurocodes (EC). For masonry structures, rules and design aspects are regulated in EC 6 [1]. The ultimate limit state distinguishes between three major conditions: (a) masonry under vertical loading, (b) masonry under shear, and, (c) masonry under bending. The most critical loading conditions are cases (b) and (c), especially in the case of unreinforced masonry. Thereby the inappropriate horizontal loading situation is caused by wind loads or by seismic actions.Regarding the material behaviour under horizontal loading, two types of material parameters could be distinguished. The first type directly affects the stress side e.g. energy dissipation and behaviour factor. The second type directly affects the resistant side e.g. shear resistance, tensile strength and shear modulus. According to EC 6, the design value of shear strength depends on initial shear strength and the coefficient of friction as well as on geometrical parameters. With a testing program according to EN 1052-3 [2] it is possible to characterize these two material parameters for masonry. Further it is possible to define the shear resistance if sliding shear failure takes place. Therefore an extensive study can be found in Tomazevic [3], but it is focused on new brick material and mortar respectively.The procedure described in EN 1052-3 is the state of the art testing method to evaluate masonry shear strength without distinguishing between old and new masonry. Thereby two specimen layouts can be used. The smallest practical specimen consists of two brick units and one mortar layer while the second layout consists of three brick units and two mortar layers. In the case of testing old masonry the second specimen layout is more appropriate because the normative requirements can be easier achieved and further a symmetric loading situation occurs.The testing program presented in this paper is focused on old masonry and was carried out with different mortar properties. The results of this testing program, as well as a stochastic approach to describe the material strength in combination with an extensive literature review, are presented in this paper.2Material properties2.1BricksThe shear specimens were made with only one type of old, solid masonry bricks, see Fig. 1. This type of brick is typical for houses from the nineteenth century in Vienna. The mean dimensions of bricks were L/B/H = 29.12/14.13/7.05 cm. The dimensions were measured according to EN 772-16 [4]. Based on the obtained minimum dimensions in length and width, the bricks were cut to provide a consistent interface between the bricks and the mortar layer. The final dimensions of bricks were L = 25 cm and B = 12 cm. The height of bricks remained unchanged. The mean value of the dry density of bricks was ρ = 1,467 kg/m3.Fig. 1 Old, solid bricks used for shear testsThe compressive strength f b was obtained according to EN 772-1 [5] whereby the mean value of compressive strength resulted in f b = 19.28 MPa.2.2MortarTo determine the initial and shear strength between brick and mortar, a mortar mixture was chosen which was of low strength and a simple composition. Two mortar compositions out of four mixtures were chosen such that (a) the mortar had almost the same characteristics as the mortar for shear tests on masonry walls to provide comparability and (b) it was a very low strength mortar. These shear tests on masonry walls have already been carried out and are documented in [6]. In a testing program, consisting of four different mixtures, mortar prisms with dimensions of 40 × 40 × 160 mm were tested to obtain the compressive strength, f m and flexural strength, f m,fl. Table 1 shows the composition of all four mortar mixtures.Table 1 Investigated mortar mixtures, units in gramMix. I Mix. II Mix. III Mix. IVCEM 32.5 1,000 1,500 2,000 0Lime 400 400 400 400Rock flour 1,200 1,200 1,200 0Fine sand 0–1 4,650 4,650 4,650 4,650Course sand 0–4 12,445 12,445 12,445 12,445Water 3,500 3,500 3,500 3,250Compressive strength and flexural strength were obtained according to EN 1015-11 [7] after a curing time of 28 days. Table 2 shows the results of the testing program.Table 2 Material parameters of investigated mortar mixtures, units in MPaMix. I Mix. II Mix. III Mix. IVFlexural strength 0.58 1.02 1.39 –Compressive strength 1.50 3.58 4.06 0.22Based on these results mortar mixture II was chosen for a first triplet shear test groupbecause its characteristics are closest to the mortar characteristics of the mortar which was used in the shear tests on masonry walls. Mortar mixture IV was chosen for a second triplet shear test group.2.3Masonry specimensSpecimens for the triplet shear tests were built which consisted of three brick units with two mortar joints. The cut bricks provide a smooth surface for the bearings as well as for the load application area. The upper and lower surfaces of the specimens were confined with a cement mortar. After the specimens were built, each one was loaded with a compression load of about 3.0 × 10−3 MPa until testing. Simultaneously, while building the specimens for the triplet shear tests, additional mortar specimens of both mixtures were built for further mortar tests.3Testing methodsThe general problem in testing the shear behaviour along mortar joints and brick units is in applying a uniform distribution of both shear stress and normal stress. To avoid additional moments, the shear load should be applied as close as possible to the mortar joints, see [8]. There should also be no tensile stresses along the joint because these stresses could affect the failure load. However, some stress concentrations occur around the load introduction area and also some moment is introduced at the joint, which means that it is nearly impossible to introduce a pure shear stress distribution. The shear strength of masonry is dependent on the shear bond properties of the mortar joints, the vertical compression level and the friction angle. To obtain these properties different types of specimens can be used. Figure 2 shows a variety of different testing methods.Fig. 2 Various test arrangements for shear tests, a triplet test according to EN 1052-3, b Hoffmann and Stoeckl [9], c Riddington et al. [10], d Van der Pluijm [11], e Hamid et al. [12], f Abdou et al. [13] and g Popal and Lissel [14]These test methods consist of either two, three or four bricks. A review can be found in Jukes et al. [15] and additional experimental investigations are presented by Abdou et al. [13]. Further, several test arrangements have been investigated via FEM. Results are proposed by Stoeckl et al. [16]. Hence, it could be shown that peaks of both shear and normal stresses occur in all arrangements. There are also some approaches to combine the advantages of different test methods, e.g. [14].However, all the mentioned methods have it in common that they require very complex equipment and they are not a standard test method, expect triplet shear tests according to EN 1052-3.4Investigation of the shear behaviorPreviously mentioned test methods are designed so that the bricks only partially overlap. It does not matter with new bricks with more or less even surfaces. In the case of old bricks, a complete overlap is more advantageous because possible influences from uneven surfaces and imprints are taken into account. Thus the triplet test method according to EN 1052-3 was used for the investigations presented in this paper.According to EN 1052-3, two different test procedures are possible. In procedure (a) specimens have to be tested under at least three different normal stress levels with at least three specimens for each level. Procedure (b) is performed without any pre-compression with at least six specimens. In order to avoid normal tensile stresses along the mortar bed joints, procedure (a) was chosen. This normal stress is undesirable since the results for the shear strength can be affected by the tensile strength of the mortar bed joints.Two groups of specimens were tested. Table 3shows the properties of shear specimens. The bricks for both groups are the same, but the mortar mixtures differ. Mortar mixture II was used for group A while mortar mixture IV was used for group B.Table 3 Characteristics of masonry specimens, units in MPaCompressive strength ofBricks f b Mortar f m Masonry f kGroup A 19.28 3.58 5.65Group B 19.28 0.22 2.81Based on the compressive strengths of both bricks f b, and mortar f m, the compressive strength of masonry f k was calculated according to EC 6, National Annex B 1996-1-1 [17].(1)Shear strength was measured using the set up shown in Fig. 3. The brick in the middle is sheared and the upper and lower bricks are supported. The horizontal shear load was applied with a hydraulic jack. The varying pre-compression load was applied perpendicular to the shear surface.Fig. 3 Triplet shear test set upIn the case of group A, five vertical stress levels (3, 7, 15, 25 and 40% of f k) were applied and five tests were performed at each level for statistical evaluation. This resulted in a total number of 25 specimens for group A. In the case of group B, three vertical stress levels (13, 28 and 48% of f k) were applied. Hence, three tests were performed at each level. This resulted in a total number of nine specimens for group B.Each test took about 5 min until shear failure occurred. When the specimen cracks and pure shearing starts, the pre-compression load fluctuates. This was adjusted manually in order to keep it constant. During testing, the shear load and the applied pre-compression load were measured simultaneously.The evaluation of shear tests was based on the maximum horizontal force H max obtained during testing. Since the middle brick was loaded, the horizontal force had to be divided by two times the corresponding shear area (250 × 120 mm = 30,000 mm2). Hence, i the shear strength for each specimen f v,i could be calculated as:(2)The applied normal stress level σd was calculated with the applied pre-compressionforce with respect to the corresponding shear area of the specimen i.(3)The shear strength of masonry depends on the applicable friction forces in the horizontal joints, the tensile strength of the bricks, the compressive strength of masonry and the bond strength between bricks and mortar. The shear strength is essentially determined by the normal stress level. According to EC 6 it can be calculated as:(4)where f vko is the initial shear strength without any vertical stresses; σd the normal stress level perpendicular to the shear force and μk the coefficient of friction (both characteristic values).The evaluation of the shear test results was done (a) based on mean values, (b) based on a statistical approach using 5% fractiles of a Lognormal distribution and (c) according to EN 1052-3. Finally both evaluations were compared to each other, see Table 4.Table 4 Mean values of initial shear strenght and coefficient of friction and comparison of characteristic valuesInitial shear strength (MPa) Coefficient of friction (–)Mean EC 6 5% fractile EN 1052-3 Mean EC 6 5% fractil EN 1052-3f vo f vko f vko,5%f vkoμμkμk,5%μkGroup A 0.210 0.200 0.174 0.168a0.709 0.400 0.624 0.566 Group B 0.027 0.100 0.014 0.010b0.643 0.400 0.623 0.514a Calculated from mean value by multiplying with 0.8;b smallest single value of testdata4.1Failure modesGenerally, four failure modes during shear tests can appear. Mode (a) is a fracture plane localised at one brick mortar interface. Mode (b) is a fracture plane at each brick mortar interface combined with a vertical crack in the mortar layer. Mode (c) is a pure shear failure in the mortar layer and mode (d) is a fracture plane through both mortar and bricks, see Fig. 4. For the shear tests presented in this paper, only the failure modes (a) and (b) were observed during testing.Fig. 4 Failure modes of masonry specimens during shear testing4.2Results group AFigure 5shows the shear strength with respect to the corresponding normal stress level for the tested specimens of group A. For each stress level the mean value, the 5% fractile based on a Lognormal distribution and characteristic value according toEN 1052-3 were calculated. Linear best fits through (a) and (b) values were carried out using the least square method. Thereby, for case (a) a Mohr–Coulomb relationship was obtained as:(5)and for case (b) as:(6)Fig. 5 Shear strength with respect to vertical stress, group ACase (c), the determination of characteristic value according to EN 1052-3, can be directly calculated from mean values by multiplying with 0.8 or it corresponds to the smallest single value of the testdata. The smaller value is decisive:(7)Further, the normative relationship (norm) is plotted in Fig. 5. Due to the mortar properties, the corresponding mortar class, according to EC 6, is M2.5–M9. Hence the initial shear strength f vko norm= 0.20 MPa and the coefficient of friction μk norm = 0.4. Table 5 summarizes the test results and descriptive statistical parameters.Table 5 Test results of shear strength f v, i (MPa) with respect to normal stress levelSymbol Normal force level (kN)5.0 11.0 24.0 40.5 65.0Group AMean 0.3040.47960.8104 1.15001.7436Standard deviation s0.04890.04920.0634 0.0890 0.1413Coefficient of variation cov0.16090.10250.0783 0.0774 0.08105% fractile x50.11250.39910.7057 1.0036 1.5116Group BMean –0.2610.5440 0.8933 –Standard deviation s–0.01250.0092 0.0302 –Coefficient of variation cov–0.04760.0169 0.0338 –5% fractile x5–0.2410.5291 0.8445 –4.3Results group BFigure 6shows the shear strength with respect to the corresponding normal stress level for the tested specimens of group B. Again, linear best fits through (a) the mean values and (b) the fractile values were carried out using the least square method.Fig. 6 Shear strength with respect to vertical stress, group BThereby for case (a), a Mohr–Coulomb relationship was obtained as:(8)and for case (c) as:(9)Again, case (c), the determination of characteristic value according to EN 1052-3, can be directly calculated from mean values by multiplying with 0.8 or it corresponds to the smallest single value of the testdata. The smaller value is decisive:(10)Also the normative relationship (norm) is plotted in Fig. 6. Due to the mortar properties, the corresponding mortar class according to EC 6 is M1 – M2. Hence theinitial shear strength f vko norm= 0.10 MPa and the coefficient of friction μk norm = 0.4. Table 5 summarizes the test results and descriptive statistical parameters.5Probabilistic modelsThis section provides an overview of the investigated probabilistic models which were considered here to describe test results and literature data of the coefficient of friction of masonry. Depending on the distribution function, different procedures were used for estimating the unknown parameters e.g. Method of Moments and Method of Maximum Likelihood. Detailed studies regarding parameter estimation can be found in [18–20] and other sources. The functions of the investigated distributions relate to the two and three parameter function respectively.The investigated probabilistic models are the usual distribution functions like Normal and Lognormal, and also common distribution functions to describe material strength, such as Gamma and Weibull. Different methods have been used for choosing the best fit model to a given data set. These methods are the Kolmogrorv Smirnov (KS), the χ2 and the Anderson Darling (AD) test. The last method was chosen for this study as it is more sensitive to the tail behaviour. The sensitivity to the tail behaviour is particularly useful in structural engineering applications, where the tail is important in computing the structural reliability.The KS procedure involves the comparison between the assumed hypothetical and the empirical cumulative distribution function. For computing models, it is natural to choose a particular model for a given sample whereby the discrepancy is low. Otherwise, if the discrepancy is large with respect to what is normally expected from a given sample, the hypothetical model is rejected.The χ2-test is used to determine if a sample comes from a population with a specificdistribution. It compares the observed frequencies in k intervals of thevariate with the corresponding frequencies from an assumed hypothetical distribution.Finally, the AD-procedure is a general test to compare the fit of an empirical cumulative distribution function to a hypothetical cumulative distribution function. This test gives more weight to the tails than the KS-test.The various probabilistic models were applied to a data set consisting of values from an extensive literature review as well as of values from laboratory tests, as described in Sect. 4. A total number of n = 2,028 values were used. Table 6 shows the mean and characteristic values of the coefficient of friction from literature.Table 6 Mean and characteristic values of coefficient of friction, form literatureName Ref. Coef. of frictionμkAbdou et al. [13] 0.886 0.709Amadio and Rajgelj [21] 0.700 0.560Benjamin and Williams [22] 1.100 0.880Chin [23] 0.750 0.600Ghazali and Riddington [24] 0.778 0.622Hegemioer et al. [25] 0.941 0.753Jukes [26] 0.797 0.638Khalaf [27] 0.793 0.635Page [28] 0.700 0.560Sinha and Hendry [29] 0.700 0.560Van der Pluijm [11, 30, 31] 0.850 0.680Vermeltfoort [32, 33] 0.747 0.598Min 0.700 0.560Max 1.100 0.880Figure 7shows proportion–proportion plots (PP-plots) for some investigated distribution functions. The empirical cumulative proportion is plotted against the hypothetical cumulative proportion. The straight line is added as a reference line. The further the points vary from this line, the greater the indication of departures from the designated distribution. Table 7shows the results of the goodness of fit tests for different distribution functions.Fig. 7 PP-plots of different distribution functionsTable 7 KS-distances, AD-values and χ2-values for different distribution functionsPDF KS AD χ2Normal 0.05884 1.6669 16.827Lognormal 0.07429 2.3188 26.802Gamma 0.06551 1.8732 22.899Weibull 0.07256 4.4672 10.128Gumbel max 0.11476 6.147 39.993All probabilistic models can represent the lower and upper tail behaviour of the observed data, except Weibull where the points of lower tail are above the reference line. This indicates shorter than Weibull tails, i.e. less variance than expected. Further, a comparison between the median area and the remaining distributions shows that the slightest deviations arise for Normal and Lognormal distributions. This is in correlation with the applied goodness of fit tests.6ConclusionsAs a part of the SEISMID research project, several tests on masonry were carried out. In this case, the focus was on testing the shear behaviour of masonry triplets under different conditions according to EN 1052-3. Additional tests on bricks and mortar were carried out to determine the basic material properties.To estimate possible influences on the shear behaviour of masonry, two different groups of shear triplets were built and tested under different normal stress levels. The two groups (A and B) differed in terms of compressive strength of mortar (f m,A = 3.58 MPa and f m,B= 0.22 MPa). The evaluation of the test results show that the shear behaviour can be described by the Mohr–Coulomb friction law. Hence, the initial shear strength f vko and the coefficient of friction μk were determined. When compared to the values according to EC 6, some agreement can be seen, but also some values which are not in agreement.In the case of specimen group A, the mean value of the initial shear strength from testing (0.210 MPa) is very consistent with the suggested normative value (0.200 MPa). In case of group B, there is no consistency between the values from testing (0.027 MPa) and EC 6 (0.100 MPa). This inconsistency is mainly due to the mortar mixture in that the mortar of group B contains no cement and just a small amount of lime (compare Table 1). Hence, no significant initial shear strength between mortar joints and bricks can be developed.The evaluation of the characteristic value of initial shear strength according to EN 1052-3 results in f vko= 0.168 MPa for mortar group A and f vko= 0.010 MPa for mortar group B. If the evaluation is based on 5% fractiles of a Lognormal distribution the values results in f vko = 0.174 MPa for mortar group A and f vko = 0.014 MPa for mortar group B. As can be seen there are no significant differences of the calculated values. This indicates that both evaluation procedures are suitable to derive characteristic values from experimental test results.The comparison of the coefficient of friction shows a gap between the test results andthe value according to EC 6. The normative value for the coefficient of friction is suggested to be 0.400. The experimental data show that the percentage of normal stress on the shear strength amounts μ = 0.709 in case of group A and μ = 0.643 in case of group B, based on mean values. The evaluation of the characteristic value of coefficient of friction according to EN 1052-3 results in μk = 0.566 for mortar group A and μk= 0.514 for mortar group B. If the evaluation is based on 5% fractiles of a Lognormal distribution the values results in μk= 0.624 for mortar group A and μk = 0.623 for mortar group B. As can be seen there are differences of the calculated values. This indicates that the evaluation procedure according to EN 1052-3 procedure is more conservative because mean values are multiplied by the factor 0.8 to derive characteristic values but any additional information of test results are neglected. These additional information are accounted by the statistical approach. In addition, the literature review shows that the normative value for the coefficient of friction is too low.The choice of a probabilistic model plays an important role for a probabilistic based design approach and reliability assessment. In this work different statistical distribution functions were considered in order to critically analyze the coefficient of friction of masonry. Hence, two- and three-parameter distributions were used. The data set for the statistical distribution fitting was collected from both literature and laboratory tests.Based on the set of strength data and using several statistical criteria, like KS-test, χ2-test and AD-procedure, the Normal and Lognormal distributions appear to be more appropriate than the others. A further result is that all distributions, except Weibull, show an accurate tail behaviour in the lower as well as the upper bound. It is also reflected in the PP-plots. This is important since the sensitivity to the tail behaviour is particularly useful in structural engineering approaches and reliability.The overall conclusion from these investigations it is that the friction property of bricks should be characterized using a Lognormal distribution. Since the coefficient of friction is a low value (close to 0), the Lognormal distribution should be preferred over the Normal because its domain is limited to zero or a certain bound (γ > 0) wh ile the domain of a Normal distribution is between andThe assessment of existing structures is becoming more and more important for social and economical reasons, while most codes deal explicitly only with design situations of new structures. The assessment of an existing structure may, however, differ much from the design of a new one. In general, the safety assessment of an existing structure differs from that of a new one in a number of aspects, see Diamantidis [34] and Vrouwenvelder [35]. The main differences are: (1) Increasing safety levels usually involves more costs for an existing structure than for structures that are still in the design phase. The safety provisions embodied in safety standards have also to be set off against the cost of providing them, and on this basis improvements are more difficult to justify for existing structures. For this reason and under certain circumstances, a lower safety level is acceptable. (2) The remaining lifetime of an existing building is often less than the standard reference period of 50 or 100 yearsthat applies to new structures. The reduction of the reference period may lead to reductions in the values of representative loads as for instance indicated in the Eurocode for Actions.Therefore the safety philosophy for existing structures must be discussed with respect to the reliability levels in terms of the β-values for (a) new structures, and (b) for existing structures and with respect to monitoring and inverse analysis concepts [36, 37].Required β-values must be derived for masonry structures and anchored in code specifications such as ISO 13822 ―Assessment of existing structures‖ [38] or EC 8 part 3 ―Assessment and retrofitting of buildings‖ [39].Acknowledgments Research results discussed in this paper were carried out within the European research project SEISMID, supported and financed in cooperation with the Centre for Innovation and Technology (ZIT). We also wish to thank Mr. Walter Brusatti (Brusatti GmbH) for providing bricks and further Mr. Johann Lang from the College of Civil Engineering (HTBL Krems) Austria, for his efficient help during testing in the laboratory.References1. EN-1996-1-1 (2006) Eurocode 6: Design of masonry structures—part 1-1: common rules for reinforced and unreinforced masonry structures2. EN-1052-3 (2007) Methods of test for masonry—part 3: determination of initial shear strength3. Tomazevic M (2008) Shear resistance of masonry walls and eurocode 6: shear versus tensile strength of masonry. Mater Struct 42:889–9074. EN-772-16 (2005) Methods of test for masonry units—part 1: determination of dimensions5. EN-772-1 (2000) Methods of test for masonry units—part 1: determination of compressive strength6. Zimmermann T, Strauss A, Bergmeister K (2010) Numerical investigations of historic masonry walls under normal and shear load. Constr Build Mater 24:1385–13917. EN-1015-11 (2007) Methods of test for mortar for masonry—part 11: determination of flexural and compressive strength of hardened mortar8. Edgell G (2005) Testing of ceramics in construction. Whittles Publishing Ltd.,。
专业英语(土木工程_路桥方向)李嘉_第三版_翻译_中英对照
Lesson 7 Transportation Systems交通运输系统Transportation system in a developed nation consists of a network of modes that have evolved over many years. The system consists of vehicles, guideways, terminal facilities and control systems: these operate according to established procedures and schedules in the air, on land, and on water. The system also requires interaction with the user, the operator and the environment. The systems that are in place reflect the multitude of decisions made by shippers, carriers, government, individual travelers, and affected nonusers concerning the investment in or the use of transportation. The transportation system that has evolved has produced a variety of modes that complement each other.在发达国家，交通运输系统由网状结构组成的模式已经发展了好多年。
这个系统由交通工具、轨道、站场设施和控制系统组成。
这些依照空中、陆上和水上已制定的程序和计划运转。
这个系统也需要和用户、司机和环境互动。
专业英语李嘉主编第三版路桥方向第十九课翻译
第十九课拱桥1．用于描述拱桥各部分的相关术语示于图19.1。
Spandrel：拱肩；Extrados：拱外缘线；Back：拱背；Intrados：拱内缘线；soffit：拱腹；Springging line：起拱线；Crown：拱顶；Rise：矢高；Span：拱跨；Deck：桥面,桥面板,桥面结构；Arch rib：拱肋；barrel：拱管，管拱；Arh axis：拱轴线；V oussoir：拱石、拱块，拱楔块，拱段；Skewback：起拱石，拱座；abutment：桥台。
2．拱可按下述参数分类：建筑材料；结构连接方式；拱的形状。
3．历史上，拱桥与石圬工有关。
到19世纪，有了砖圬工。
由于要正确配置这些材料把出现拉应力的可能性降到最低，这些结构总是倾向于相当笨重的。
4．比较起来，钢筋混凝土和现代建筑钢材的应用为出现纤细优美的拱提供了条件。
5．关于结构的连接方式，拱可以无铰，也可以有铰。
对于后一种情况，拱肋中可以被嵌入一个、两个或三个铰。
而无铰拱属于三次超静定，每加入一个铰，就会减少一次超静定，直到加入三个铰后，拱就是静定的，因而在理论上不存在二次应力的问题。
图19.2所示为一系列可能的设计形式。
拱的安装方式不仅决定于铰的数量，也在很大程度上受桥面的位置和由桥面传到拱的荷载的性质所决定。
6．传统的实腹拱，通过添料把车辆荷载传到拱背上，乍一看就知道，它代表了最简单的结构情况。
7．拱肩可能是空心的，装有立柱和（或）铰，用于把桥面荷载传到拱上去。
在试图减小作用在桥台上的水平推力时，可能用桥面板拉住拱。
当桥面板施工高度受到限制，以及需要较大的净跨时，特别是当地基条件也很复杂并且需要扩大的桩基础来抵抗水平推力时，系赶拱是特别合适的。
8．拱的完美形式是倒悬链线；只有在只承受自重时，这种情况才会发生。
车辆荷载及自上而下变化的净载均产生弯矩。
因此，拱应具有足够的厚度以适应曲折的压力线。
9．为了安装与施工方便，现在也接受简单的形式，也采用分段的或抛物线形拱。
专业英语(土木工程 路桥方向)李嘉 第三版词汇
第一章jurisdiction 管辖权，权限government 政府行政区bar 法庭，律师的职业curriculum 课程表，课程，学习probability 概率论，可能性impact 冲击力，影响geodetic 大地测量学的hydraulics 水力学recruit 招聘orient 定向，定位science-Orient 注重科学的supervision 管理，监控maintenance 维修，保养construction 施工，建设topographic 地形学的subsoil 下（亚）层土，地基下层土alternative 比较方案，交替的，比较的consultant 顾问，咨询者architectural 建筑学的rugged 崎岖的，艰难的terrain 地域，地带，领域gorge 峡谷engineering graduate工科毕业生wind force 风力scientific publication 科学刊物civil engineer 土木工程师geodetic surveying 大地测量学的soil mechanics 土力学on-the-job在现场的，在职的civil engineering (project)土木工程soil stabilization 土壤稳定structural materials 建筑材料earth -fill embankment dam 填土坝feasibility study 可行性研究launching pads 发射台rocket storage failities 火箭库construction phase 施工阶段第二章counteract 抵抗，平衡thrust 推，推力insula 群屋，公寓tenement 出租的房子，经济公寓concave 凹的，凹面convex 凸的，凸面shear 剪切，剪力rotate 旋转，转动gust 阵风roadway 车行道，路面masonry 圬工，砌筑mortar 砂浆bitumen 沥青tarlike 焦油般的clamp 夹子 夹钳cement 水泥，粘结blade 刀刃aggregate 集料，聚集ingredient 成分，配料versatile 多用途的，多方面适应的alkaline 碱性的arena 表演场polymer 聚合物trial and error 反复试验dead load 恒载live load 活载impact 冲击力，影响safety factor 安全系数neutral plane 中性面rotating or turning moment旋转力矩，扭转力矩wind tunnel（test） 风洞实验binding agent 粘结料 结合料volcanic ash 火山灰tensile strength 抗拉强度fatigue 疲劳Portland cement 波特兰水泥construction site 施工现场，建筑工地reinforced concrete 钢筋混凝土prestressed concrete 预应力混凝土pretensioning method 先（后）张法第三章elevation 海拔coordinate 坐标vernier 游标graduated 有刻度的readout 数字显示装置mount 安装，固定在……上transmitter 发射器reflector 反射器pulse 脉冲instantaneous 瞬间的spindle 轴level 水准仪tripod 三脚架tape 量尺photogrammetry 摄影测量法acre 英亩canyon 峡谷corridor 通道，走廊tilt 倾斜，翘起oblique 斜的aerotriangulation 空中三角测量stereoscope 立体镜，立体照相镜calibration 校准parallax 平行视差horizontal(vertucal) angles 水平角horizontal distances 平距base map 底图，工作草图contour line 等高线longitudinal cross-section 纵断面ground survey 地面测量remmote sensing 遥感技术location technique 定位技术the total station 全站仪trigonometric level 三角高程electronic theodolite 电子经纬仪electronic distance-measuring device 电子测距仪cross hairs 十字准线graduated arc 弧形刻度板atmospheric condition 大气条件level bar 水准尺leveling head 校平头level tube 水准管leveling screw 校平螺钉metric units 公制单位Global Positioning Satellite Systems 全球定位系统aerial photography 航拍照片，空中照相break-even 收支平衡的，经济的thick forest 茂密森林deep canyon 大峡谷highway engineering 公路工程control point 控制点three dimensions 三维，立体highway location 公路定线preparatory work 准备工作fiducial mark 坐标点，基准标点第四章flexural 弯曲的eccentric 偏心轮torsional 扭转的，扭力的transverse 横向，横断transient 瞬间，瞬态hoop 箍筋，箍住spherical 球形的deflection 变形，挠度irrecroverable 不能恢复的formwork 模板，支模flange 翼缘，镶边superstructure 上部结构，上层建筑mandatory 必须遵循的，命令的compensate 补偿，赔偿ingenuity 独创性，机灵compressive strength 抗压强度structural element 结构构件critical section 临界截面service load 使用荷载prestressing force 预应力linear prestressing 线形预应力circular prestressing 环形预应力circumferential hoop 环形箍筋stress response 应力响应，应力特性net tensile stress 净拉应力bending moment 弯矩thin-web（beam） 薄腹working life 使用寿命long-term shrinkage 长期收缩long-term creep 长期徐变segmental bridges 分段施工桥梁cable-stayed bridges 斜拉桥high-strength steel 高强钢partial prestressing 部分预应力第五章philosophy 原理，哲学，宗旨dimension 尺寸，尺度，定尺寸conduct 行为，操守，引导，管理，传导preliminary 预备的，初步的encounter 遭遇，遇到，相遇gross 总的，显著的，总额twist 扭转，编织intensity 强度，密度intuition 直觉，直观comparison 比较，对照in accordance with 与……一致buckling 压曲，弯折margin 空白，边缘serviceability 有用性，适用性likelihood 似然，可能woekmanship 手艺，技艺nonelastic 非弹性的nonlinear 非线性的vicinity 附近unduly 过度地，不适当地code 规范，法则，（代）码specification 规范，详述，规格，说明书preliminary planning 初步规划internal（gross） force 内力twisting moment 扭矩stress intensity 应力强度field(model) test 现场(模型)试验allowable stress 允许应力yield point 屈服点brittle fracture 脆裂margin of safety 安全系数tensile yielding 抗拉屈服allowable -stress approach 允许应力法ultimate strength 极限强度load（operation） factor 荷载系数capacity-reduction factor 承载能力折减系数elastic-plastic displacement 弹塑性位移point of collapse 破坏点in the vicinity of M 在M附近，靠近第六章client 委托人，业主，客户employer 发包人，雇主contractor 承包人，立契约者stipulate 规定unit 单元，单位工程furnish 供应，装备breakdown 分类细账grub 除根，挖草伐根reimburse 偿还，赔偿supervision 监督audit 审计，查账payroll 工资表provision 准备金proposal 项目建议书，方案miscellaneous 混杂的，各种各样的tabulate 制成表forfeit 罚金workmanship 手艺，工艺revise 修订collateral 抵押品，担保品binding agreement 有约束力的协议carry out 执行civil engineering contracts 土木工程合同unit price basis 单价制highway construction 公路建设lump-sum 结构开挖and the like 诸如此类force-account 计工时agreed-on 双方共同协定的cost-plus 成本加费用freight bill 运费清单prequalified contractor 通过了资格预审的承包人proposal guarantee 项目建议书担保formal contract 正式合同pertaining to 与……有关surety bond 担保金bid bond 押标金，投标保证金performance bonds 履约保证金lien bond 留置金retention money 保留金entitled to 有权享有express agreement 明文协议competent persons 称职人员competitive tendering 公开招标invitation to tender 招标。
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专业英语(土木工程－路桥方向)李嘉－第三版-翻译-中英对照
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Ｌｅssｏn７Traｎsportaｔion Sysｔems交通运输系统
Ｔｒａnsportation systｅmｉn a develｏpedｎaｔiｏn consiｓts ofaｎeｔwｏｒkｏfmodｅsｔhａtｈａveｅvolvedｏｖer mａnｙyears.Ｔhｅsystemｃonsiｓts ofｖｅhiｃles，ｇuｉdeways，termｉnａl facilｉties and coｎｔroｌｓystems:ｔhｅse operatｅaccordingｔoestaｂlisｈedｐrocｅｄureｓand sｃｈeｄules iｎtheair,onｌand，and onｗatｅr． Ｔhｅsyｓｔemalso requiｒｅｓinterａctionwｉｔhｔheusｅr, thｅoｐｅraｔor aｎdtｈｅeｎvirｏnｍenｔ．Ｔhｅsystems thaｔare inplacerefｌｅctthe mulｔiｔudeｏfｄecｉsioｎs made by shippers,ｃaｒriers, goｖｅｒnment, individualtrａveｌeｒs，andafｆｅctｅｄnonusers conｃｅrｎinｇｔhｅinｖestmｅnt inoｒtｈe useof traｎsportatiｏｎ. Thｅｔｒanｓpｏｒtatiｏｎsystｅm tｈaｔhas evolvedｈas produceda varｉety oｆmｏdes that coｍpｌｅmｅnｔeaｃh other.
The U．S．ｔransｐｏｒtａtｉoｎｓystemｔodａy isａhiｇhlydｅvelopｅd, coｍｐleｘnetwoｒｋoｆmｏdｅsaｎdｆacilities thaｔfｕｒniｓhｅs shｉｐpers aｎd travelｅrsｗith a wｉde rangeｏｆ ｃhoicesin terms ofｓeｒvｉcｅs pｒovided. Each mｏde oｆfｅｒsａuniqueｓeｔｏｆserviceｃhａraｃterｉstiｃs inｔｅｒmｓofｔｒａveｌtｉｍe, fｒｅquenｃｙ, comｆort,ｒｅliabｉlitｙ，conveniｅnｃe andｓａｆety. Theteｒmｌeｖelｏfserviｃe isｕseｄtodｅscrｉbeｔｈe relative valｕesｏftheseaｔtriｂuteｓ．The traveleｒｏr sｈipper mustcｏmpare tｈeｌeveｌof serviｃe oｆferｅdwitｈthe coｓｔinordertｏmａketradeｏｆfsandmodeselection.Ｆurthｅｒmｏre, a shｉpｐerｏr travelｅr cａndeciｄeｔo useａpublicｃａrｒier or tｏusｅprｉｖaｔe (oｒｐｅｒｓonal)transporｔａtion. For exaｍple,ａmanｕｆactuｒerｃanｓhipｇｏoｄｓthroｕgｈaｔruｃkingfirｍｏｒwitｈcompanｙtｒucks,ａｈomｅｏwner who has beeｎｒｅlocａted can hirｅa householdｍovingｃompａnyor rent a tｒuck,ａｎｄa cｏｍmｕter caneleｃtto ride the bus to woｒｋor drivｅa cａｒ.Each ofｔheｓe dｅciｓions inｖoｌvesａcompleｘset oｆfacｔｏrｓthat requiｒe tradｅoｆfs beｔween cｏｓｔand service.ﻩ
Theｐrincｉpal modes ofｉntｅrcｉtyｆｒeigｈtｔrａnsportatiｏnarｅhｉghwａys，rａilroａds，water,ａirａnｄpipelineｓ.Ｔraffic carried bｙeachｍoｄe, expresｓedａs ton-milｅs oｒpasｓenｇer-miｌes, has variｅｄconｓｉderａbｌy iｎthe past７0 years．Thｅmｏstcuｒrｅnt informatiｏnｒegａrding moｄalｍarkｅt sｈaｒｅis avａilａbleｆrｏmthｅBｕrｅａu of TraｎspｏrtatｉonStatisｔｉcs(BSＴ）webｓitｅ.Ｃｈａｎges in toｎ-ｍｉlｅs carriedｆrom 1960 throｕｇｈ20０5aｒｅilｌustrａteｄ ｉn Fig．7．1.
在发达国家，交通运输系统由网状结构组成的模式已经发展了好多年。这个系统由交通工具、轨道、站场设施和控制系统组成。这些依照空中、陆上和水上已制定的程序和计划运转。这个系统也需要和用户、司机和环境互动。现在的运输体系可以反映出与投资和使用有关的多方决定,包括运输业主、承运商、政府、每个出行者以及受影响的非使用者等。逐步发展的交通运输系统形成了各种互补模式。