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1、civilengineering土木工程 structureengineering结构工程 beam梁 column柱 ringbeam圈梁 carbon碳纤维 strainharden应变硬化 duration持续时间 durability耐久性 bond结合力 adhesion附着力 safetyfactor安全系数 shearwall剪力墙 concrete混凝土 reinforcedconcrete钢筋混凝土 cement水泥 settlement沉降 skyscraper摩天楼 foundation基础 multifunctional多功能 initially最初的 crak开裂 d
2、estory破坏 fireresistance耐火性 corrosionresistance耐腐蚀性 purlin檩条 neutral中和轴 fatigue疲劳 interlock使连接 remedy修理 combustible易燃的 integrity完整性 seismic地震 shrinkage收缩 slurry泥浆 mortar砂浆 yield屈服 distortion扭曲 spalling剥落 workability和易性 superstructure上部结构 rigidity刚度 ductility塑性 elasticity弹性 creep徐变 stability稳定性harzard
3、ous危险construction建造execution施工novel异常的asphalt沥青intensity强度colonnade柱列sidewall侧壁profilesteel型钢symmetrically对称additionalstess附加应力spacing间距formula公式collision碰撞deformation变形aggregate砂石aggregategrading砂石级配archaxis拱轴archbridge拱桥archrib拱肋archrise拱高assessment评估axialforce轴向力axialload轴向荷载axialstrain轴向应变axials
4、tress轴向应力axialtensilestength轴向抗拉强度beamandslabconstruction梁板结构bearingpile承重桩bearingplate承重板bearingpost支承柱bearingstress承载应力bearingsurface承载面bearingwall承重墙bedrock基岩bendingmoment弯矩bendingstiffness弯曲刚度bendingstress弯曲应力boundarycondition边界条件boxfoundation箱形基础boxgirder箱形主梁breakingstrain断裂应变breakingstrength断裂
5、强度breakingwave破碎波brittlefailure脆性破坏buckling压曲bucklingload压曲荷载camber拱度cantileverbeam悬臂梁cantileverslab悬臂板controlledgradient控制梯度conversionfactor换算系数coordinates坐标corner-pointmethod角点法coupledvibration耦合振动crackdeformation裂缝变形creeplimit蠕变极限creeprate蠕变速率creeprupture蠕变破坏creepvalue蠕变量criteria标准criticaldamping
6、临界阻尼criticalfrequency临界频率criticalload临界荷载criticalstablestate临界稳态crosssection横断面cyclicchange周期改变cyclicdegradation周期衰化cyclicload周期荷载curing养护dam坝damping阻尼curvature曲率deadload恒载decompressioncurve卸荷曲线deflection挠度designlife设计使用期designstrength设计强度detrimentalsettlement有害沉降deviatorstress应力差differentialsettlem
7、ent不均匀沉降dilationrate膨胀率S-wave剪切波dynamicanalysis动态分析dynamicmagnificationfactor动力放大因子dynamicresponse动力反应earthquakescale震级earthquakewave地震波earthquakezone地震带elasticconstant弹性常数elasticlimit弹性极限elasticmodulus弹性模量energyratio能量比equivalentstess等效应力equivalenttime等效时间equivalentdampingratio等效阻尼比equivalentdiamet
8、er等效粒径executivesummary摘要expansionindex回弹指数extensiontest拉伸试验factorofsafetyagainstoverturning抗倾覆安全系数fail破坏failurecriterion破坏准则failureenvelope破坏包络线failuremechanism破坏机制failureplane破坏平面failurescar破坏痕迹failurestrain破坏应变failurewedge破坏棱体feasibilitystudy可行性研究flexiblestructure柔性结构flexiblewall柔性墙flexuralrigidit
9、y抗挠刚度flexuralstress挠曲应力forcedvibration强迫振动fundamentalfrequency基本频率frictiondamping摩擦阻尼generalshearfailure整体剪切破坏harmonicvibration简谐振动horizontalload水平荷载hydraulicjack液压千斤顶hypocentre震源hysteresismodulus回滞模量immediatesettlement瞬时沉降immediatecompression瞬时压缩impactload冲击荷载impactstrengthindex冲击强度指数impulseload脉冲荷
10、载inertia惯性力intensityofearthquake地震烈度interpolation内插laboratory实验室lateralcompressiontest测压试验lateraldeflection侧向挠曲lateraldeformation侧向变形lateralrestraint侧向约束lateralstrain侧向应变lateralsupport侧向支撑lateralyield侧向屈服leastsquares最小二乘lengthheightratio长高比limitstate极限状态limitstatedesign极限状态设计法magnificationfactor放大因素masonrywal
