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结构设计常用专业英语.docx

1、结构设计常用专业英语结构设计常用专业英语词汇汇编ContentsI上册目录ContentsII下册目录上册Chapter 1 Loads and Action第一章 荷载与作用accidental combination偶然组合accidental load偶然荷载action作用apartment公寓arched roof拱形屋面area projected on a horizontal plane水平投影面ash load积灰荷载attic阁楼balcony阳台ballroom/ dance hall舞厅basic load combination基本荷载组合basic variable

2、基本变量basic wind speed基本风速boundary condition边界条件boundary layer边界层cab驾驶室(吊车)canopy雨棚cantilever member悬挑构件cantilever slab悬臂板case工况catwalk马道characteristic value/nominal value/standard value标准值characteristic/nominal combination标准组合cladding system围护系统coefficient of thermal expansion温度膨胀系数column effective l

3、ength柱有效长度combination value组合值comply with requirement of Chinese code满足中国规要求concentrated load集中荷载concentration of plastic deformation塑性变形集中construction and maintenance load施工和检修荷载construction load施工荷载construction sequence施工顺序control room控制室corner转角,角部corridor走廊crane load吊车荷载crane wheel load吊车轮压dead

4、load恒载dead-load-resisting moment恒载产生的弯矩deformed position变形后位置degree of reliability可靠度density密度design reference period设计基准期design situation设计状况design value设计值design value of a load荷载设计值design working life设计使用年限determinate structure静定结构diaphragm stiffness楼板刚度differential settlement不均匀沉降distribution fa

5、ctor of snow pressure 屋面积雪分布系数double span double pitched roof双跨双坡屋面during service life使用期间dynamic analysis动力分析dynamic coefficient动力系数earthquake action地震作用eave屋檐/挑檐edge beam边梁edge column边柱elasticity modulus 弹性模量electric hoist电动葫芦element check构件校核enclosed structure封闭式结构energy能量equibrium equation平衡方程eq

6、uivalent uniform live load等效均布活荷载expansion膨胀exposure category地面粗糙度类别(美)exposure factor for wind pressure风压高度变化系数(美)field experiment现场试验fire escape防火楼梯first mode第一振型fixed seats固定座位flat roof平屋顶flexible lifting hook软钩吊车floor live load楼面活荷载fluid pressure流体压力fractile分位值frequent combinations频遇组合frequent v

7、alue频遇值fundamental combination基本组合gable山墙garage车库geometrical parameter几何参数gradient height梯度风高度gust阵风gust factor coefficient阵风系数gymnasium健身房hand-geared bridge crane手动吊车handrail栏杆,扶手hard lifting hook硬钩吊车height variation factor of wind pressure风压高度变化系数height-to-width ratio高宽比heliport直升飞机平台horizontal co

8、mponent水平分量horizontal load水平荷载horizontal load on railing栏杆水平荷载hydrostatic uplift load水浮力impact factor冲击系数impact load冲击荷载importance factor重要性系数indeterminate structure超静定结构interpolation插值法laboratory实验室large(long)-span structure大跨结构lateral force on crane runaway beam吊车横向水平荷载lateral load侧向力leeward背风面lif

9、ted load吊重limit state极限状态live load活荷载load code for the design of building structures建筑结构荷载规load combination荷载组合load combination coefficient荷载组合系数load effect荷载效应lobby大厅local area局部部位local load局部荷载longitudinal force on crane runaway beam 吊车纵向水平荷载long-term deflection长期变形magnification factor of wind flu

10、ctuation脉动增大系数manned roof上人屋面mass质量material property材料性能maximum wheel load最大轮压mean roof height平均屋面高度minimum potential energy principle最小势能原理mode superposition振型叠加法mountainous region山区movable seats活动座位multi degree-of-freedom system多自由度体系multi-defense system多道设防体系occupancy category房屋类别office building办

11、公楼on adjacent span相邻跨on alternate span隔跨on the entire span满跨on the half span半跨open-frame tower敞开式塔架operating load操作荷载operating room手术室overturning倾覆overturning moment倾覆弯矩parapet wall女儿墙partial safety factor for loads荷载分项系数partially enclosed structure半敞开式结构partition load隔墙荷载passenger vehicle客车patient

12、room病房performance function功能函数period for no.1第一周期period reduction factor周期折减系数permanent action(load)永久作用(荷载)permanent load永久荷载permanent partition固定隔墙pitched roof坡屋顶,斜屋面place of public assembly人口密集处plant厂房platform看台Poissons ratio泊松比pond load积水荷载portable partition可移动隔墙primary load-resisting system主要承重

13、体系probability distribution概率分布probability of failure失效概率purlin檩条quasi-permanent combinations准永久组合quasi-permanent value准永久值rated capacity 额定起重量(吊车)reading room阅览室recurrence interval重现期reducing coefficient of live load活荷载折减系数reduction of live load活荷载折减reference snow pressure基本雪压reference wind pressure

14、基本风压reliability可靠性reliability index可靠指标repeated service load反复荷载representative value 代表值representative value of a load荷载代表值representative value of gravity load重力荷载代表值residential住宅resistance抗力ridge屋脊roof garden屋顶花园roof live load屋面活荷载roof slope屋面坡度safety category安全等级saw-toothed roof锯齿形屋面scaffolding脚手架

15、self-straining force自应力荷载serviceablility limit state正常使用极限状态shape factor of wind load 风荷载体形系数shear modulus剪切模量single degree-of-freedom system单自由度体系single span monopitched roof单跨单坡屋面skylight天窗sliding滑移snow load雪荷载soil pressure土压力stack room书库stage舞台stair楼梯stair tread踏步板statistical data统计资料statistical

16、parameter统计参数steel rail钢轨,轨道stiffness刚度stiffness enlargement factor for middle-span beam中梁刚度放大系数stiffness restraint of backfill soil to basement回填土对地下室约束的相对刚度storey drift层间位移strain energy应变能stress-strain relationship应力应变关系strong shear weak bending强剪弱弯suburban area城市郊区take-off weight起飞重量temporary par

17、tition临时隔墙terrain roughness地面粗糙度the most critical combination最不利组合the most critical effect最不利效应the worst case最不利情况theatre剧院time history analysis时程分析transverse traveling load横向行驶的荷载(吊车)tributary area从属面积trolley小车(吊车)tunnel test风洞试验ultimate limit state承载能力极限状态unbalanced accumulation不均匀堆积unenclosed str

18、ucture敞开式结构unmanned roof不上人屋面urban area城市市区variable action(load)可变作用(荷载)variational principal变分原理vertical component竖向分量vertical element竖向构件vertical load竖向荷载virtual work虚功wind fluctuation factor脉动影响系数wind fluttering factor风振系数wind load 风荷载wind shield挡风板wind-excited oscillation风致振动windward 迎风面work功wor

19、king grade工作级别(吊车)Chapter 2 Seismic Design第二章 抗震设计accidental eccentricity偶然偏心additional bending moment附加弯矩additional damping附加阻尼additional seismic action factors at top of the building 顶部附加地震作用系数allowable value of drift angle层间位移角限值amplifying factor for elaso-plastic story drift弹塑性层间位移放大系数artificial

20、 acceleration time-history curve人工模拟加速度时程曲线avalanche崩塌axial-force-ratio轴压比backing bar垫板base shear force底部剪力base shear method基底剪力法bearing wall承重墙boundary of slope边坡边缘brittle mode of failure脆性破坏buried depth埋置深度cast-in-situ concrete floor现浇混凝土楼板center of mass质量中心center of rigidity刚度中心circular natural f

21、requency自振圆频率code for seismic design of buildings建筑抗震设计规compaction method加密法composite floor with fluted plate压型钢板钢筋混凝土组合楼板compound hoop复合箍筋compound or continuous compound rectangular spiral hoop复合或连续复合矩形螺旋箍concentrically braced frame中心支撑框架confining boundary element约束边缘构件core column芯柱corner column角柱c

22、oupled torsion method扭转藕联方法coupling beam连梁critical damping临界阻尼crosswise brace交叉支撑damped free vibration有阻尼自由振动damping ratio阻尼比deformations predominantly due to shear剪切变形为主design basic acceleration of ground motion设计基本地震加速度design characteristic period of ground motion设计特征周期design earthquake groups设计地震

23、分组design parameters of ground motion设计地震动参数detail of seismic design抗震构造措施diaphragm discontinuity楼面不连续discontinuity in bearing capacity承载力突变discontinuity in vertical anti-lateral-force members竖向抗侧力构件不连续displacement-relevant type位移相关型dog-bone connection狗骨节点double plate贴板double-limb coupling wall双肢抗震墙d

24、uctility延性dynamic characteristics 动力特性earthquake action地震作用eccentrically braced frame偏心支撑框架elasto-plastic deformation analysis 弹塑性变形分析elato-plasic time-history analyzing method弹塑性时程分析end-column端柱energy-dissipating beam segment 耗能梁段energy-dissipating component耗能构件equivalent static lateral force等效侧向静力

25、荷载equivalent viscous damping ratio等效粘滞阻尼比expansion joint/contraction joint伸缩缝favorable/unfavorable/hazardous seismic fortification plats有利/不利/危险地段fixing location嵌固部位frame structure框架结构frame-brace框架-支撑frame-core-tube structure框架-核心筒结构framed tube框架-筒体frame-support wall structure部分框支抗震墙结构frame-wall str

26、ucture框架-抗震墙结构frequently earthquake多遇地震full penetration butt welds完全熔透坡口焊geotechnical stability岩土地震的稳定性grade 1/2/3 framed structure1/2/3级框架grade 1/2/3 wall1/2/3级抗震墙grade of liquefaction液化等级gravity additional bending moment重力附加弯矩great frame巨型框架ground subsidence震陷height-width ratio高宽比hidden column暗柱hi

27、dden-beam暗梁horizontal brace水平支撑horizontal seismic influence coefficient水平地震影响系数horizontal transmission member水平转换构件inverted-v shape brace人字支撑isolation joint抗震缝joint-panel shear deformation 节点域剪切变形k-shape braceK型支撑landslide滑坡lateral braced point 侧向支承点lateral displacement(sway) stiffness侧移刚度lateral-fo

28、rce-resisting system抗侧力体系limit value of elaso-plastic story drift rotation弹塑性层间位移角限值limit value of elastic story drift rotation弹性层间位移角限值linear static/dynamic analyzing method线性静/动力分析方法liquefaction液化liquefaction index液化指数liquefaction mitigation measure抗液化措施liquefaction subsoil液化地基lonely tall hill高耸孤立的山丘long-cantilevered structure长悬臂结构longitudinal wall纵墙lumped mass集中质量major earthquake大震maximum pres

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