土木专业英语a

《土木专业英语a》由会员上传分享，免费在线阅读，更多相关内容在工程资料-天天文库。

1、延仲率：percentagcofclongation位移：displacement应力：stress应变：strain应力集屮：concentrationofstresses应力松弛：stressrelaxation应力图：stressdiagram应力应变曲线：stress-straincurve应力状态：stateofstress钢丝：steelwire篩筋：hooproinforccmont篩筋间距：stirrupspacing加载:loading抗压强度：compressivestrength抗弯强度：bendingstren

2、gth抗扭强度：torsionalstrength抗拉强度：tensilestrength裂缝：crack屈服：yield屈服点：yieldpoint屈服荷载:yieldload屈服极限:limitofyielding屈服强度:yieldstrength屈服强度下限:lowerlimitofyield荷载：load横截面:crosssection承载力：bearingcapacity承重结构:bearingstructure弹性模量:elasticmodulus预应力纟冈筋混凝土：prostrcssodreinforcedconcre

3、te预应力钢筋：prestressedreinforccmcnt预应力损失：lossofprestress预制板：precastslab现浇钢筋混凝土结构：cast-in-placereinforcedconcrete双向配筋:two-wayreinforccmont主梁：mainbeam次梁：secondarybeam弯矩:moment悬臂梁：cantileverbeam延性：ductileity受弯构件：memberinbending受拉区:tensileregion受压区：compressiveregion塑性：plastici

4、ty轴向压力:axialpressure轴向拉力:axialtension吊车梁:eranebeam可靠性:reliability粘结力：cohesiveforce夕卜力:externalforce弯起钢筋：bent-upbar弯曲破坏:bendingfailure屋架：rooftruss素混凝土：non-reinforcedconcrete无梁楼盖:flatslab西己筋率：reinforcementratio配箍率：stirrupratio泊松比：Poisson'sratio偏心受拉：eccentrictension偏心受压：ec

5、centriccompression偏心距：eccentricdistance疲劳强度:fatiguestrength偏心荷载：eccentricload跨度：span跨高比：span-to-depthratio跨中荷载：midspanload框架结构:framestructure集中荷载：concentratedload分布荷载:distributionload分布钢筋：distributionsteel挠度:deflection设计荷载：designload设计强度：designstrength构造：construction简支梁

6、:simplebeam截面面积:areaofsection浇注：pouring浇注混凝土：concreting钢筋搭接：barsplicing刚架：rigidframe脆性：brittleness脆性破坏:brittlefailureAacceptablequality合格质量acceptancelot验收批量aciera钢材admixture外加剂againstslipcoefficientbetweenfrictionsurfaceofhigh-strengthboltedconnection高强度螺栓摩擦面抗滑移系数aggreg

7、ate骨料aircontent含气量air-driedtimber气干材allowableratioofheighttosectionalthicknessofmasonrywal1orcolumn砌体墙、柱容许咼厚比allowableslenderncssratioofsteelmember钢构件容许长细比allowableslendernessratiooftimbercompressionmember受压木构件容许长细比allowablestressrangeoffatigue疲劳容许应力幅allowableultimatete

8、nsilestrainofreinforcement钢筋拉应变限值allowab1evalueofcrackwidth裂缝宽度容许值allowablevalueofdeflectionofstructuralmember