(整理)土木工程英語證書PEC考試-抗震設(shè)計常用詞匯

1、土木工程英語證書(PEC)考試-抗震設(shè)計常用詞匯1/2/3級抗震墻grade1/2/3wall1/2/3級框架grade1/2/3framedstructureK型支撐k-shapebrace暗梁hidden-beam暗柱hiddencolumn凹角reentrantcorner凹凸不規(guī)則reentrancecornersirregularity板柱-抗震墻結(jié)構(gòu)slab-column-structuralwallstructure飽和砂土saturatedsand飽和粘土saturatedsilt崩塌avalanche邊坡邊緣boundaryofslope薄弱層weakstory不液化non-

2、liquefaction部分框支抗震墻結(jié)構(gòu)frame-supportwallstructure側(cè)向剛度/、規(guī)則stiffnessirregularity側(cè)1可支承點lateralbracedpoint側(cè)移剛度lateraldisplacement(sway)stiffness層間位移角限值allowablevalueofdriftangle長懸臂結(jié)構(gòu)long-cantileveredstructure場地site場地類別site-classes超越概率probabilityofexceedence沉降縫settlementjoint承載力抗震調(diào)整系數(shù)seismicadjustingfactor

3、forloadingcapacity承載力突變discontinuityinbearingcapacity承重墻bearingwall脆性破壞brittlemodeoffailure大震majorearthquake帶豎縫鋼筋混凝土墻板reinforcedconcretewallplanewithverticalseparators單斜桿支撐singlediagonalbrace彈塑性變形分析elasto-plasticdeformationanalysis彈塑性層間位移放大系數(shù)amplifyingfactorforelaso-plasticstorydrift彈塑性層間位移角限值limitv

4、alueofelaso-plasticstorydriftrotation彈塑性時程分析elato-plasictime-historyanalyzingmethod彈性層間位移角限值limitvalueofelasticstorydriftrotation等效側(cè)向靜力荷載equivalentstaticlateralforce等效粘滯阻尼比equivalentviscousdampingratio底部剪力baseshearforce地基抗震承載力seismicsoilbearingcapacity地面加速度峰值peakgroundacceleration地震男力seismicshearfor

5、ce地震傾覆彎矩seismicoverturningmoment地震作用earthquakeaction墊板backingbar頂部附加地震作用系數(shù)additionalseismicactionfactorsattopofthebuilding動力特性dynamiccharacteristics端柱end-column多道抗震防線seismicmultiple-defenselines多遇地震frequentlyearthquake反應(yīng)譜responsespectrum非巖石的陡坡non-rockysteepslope附加彎矩additionalbendingmoment附加阻尼additio

6、naldamping復(fù)合箍筋compoundhoop復(fù)合或連續(xù)復(fù)合矩形螺旋箍compoundorcontinuouscompoundrectangularspiralhoop覆蓋層厚度overlayingdepth剛度中心centerofrigidity剛性/半剛性/柔性隔板rigid/semi-rigid/flexiblediaphragm剛性地基rigidbase鋼筋混凝土托墻梁reinforcedconcretespandrelgirder高寬比height-widthratio高聳孤立的山丘lonelytallhill割線剛度secantstiffness隔震的seismicallyi

7、solated狗骨節(jié)點dog-boneconnection構(gòu)造邊緣構(gòu)件ordinaryboundaryelement構(gòu)造柱tiecolumn箍筋間距thespacingofhoops規(guī)則抗震建筑regularseismicbuilding罕遇地震rarelyearthquake耗能構(gòu)件energy-dissipatingcomponent耗能梁段energy-dissipatingbeamsegment河岸riverbank桁架-筒體trusstube橫墻transversewall滑坡landslide恢復(fù)力模型restoring-forcecharacteristicmodel基底男力法b

8、aseshearmethod基底平均壓力meanpressureonfoundationbottom基底最大壓力maximumpressureonfoundationbottom極慣性矩polarmomentofinertial集中質(zhì)量lumpedmass加密法compactionmethod加強層storystrengtheningwithoutriggermember剪切變形為主deformationspredominantlyduetoshear剪切波速shear-wavevelocityofsoil建筑抗震概念設(shè)計seismicconceptdesignofbuildings建筑抗震設(shè)

9、計規(guī)范codeforseismicdesignofbuildings交叉支撐crosswisebrace角柱cornercolumn節(jié)點域剪切變形joint-panelsheardeformation巨型框架greatframe抗側(cè)力體系lateral-force-resistingsystem抗液化措施liquefactionmitigationmeasure抗震措施seismicfortificationmeasures抗震縫isolationjoint抗震構(gòu)造措施detailofseismicdesign抗震構(gòu)造要求seismicdetailrequirement抗震建筑薄弱部位weak

10、regionofseismicbuilding抗震墻結(jié)構(gòu)wallstructure抗震設(shè)防標(biāo)準(zhǔn)seismicfortificationcriterion抗震設(shè)防類別seismicfortificationcategory抗震設(shè)防烈度seismicfortificationintensity抗撞墻retainingwall框架momentresistingframe框架-核心筒結(jié)構(gòu)frame-core-tubestructure框架節(jié)點核心區(qū)地震承載力seismiccapacityforthenodesofframe框架結(jié)構(gòu)framestructure框架-抗震墻結(jié)構(gòu)frame-wallstru

11、cture框架-筒體framedtube框架-支撐frame-brace框支柱supporting-column力學(xué)模型mechanicmodel連梁couplingbeam梁柱節(jié)點區(qū)域屈服承載力theyieldcapacityforthejoint-panelofbeamandcolumn臨界阻尼criticaldamping樓層地震男力系數(shù)seismicshearfactorvalueoffloorlevel樓層屈服強度系數(shù)storyyieldstrengthcoefficient樓層位移storydisplacement樓面不連續(xù)diaphragmdiscontinuity螺旋箍spir

12、alhoop埋置深度burieddepth內(nèi)藏鋼支撐鋼筋混凝土墻板reinforcedconcretewallplanewithhiddensteelbrace扭轉(zhuǎn)不規(guī)則torsionalirregularity扭轉(zhuǎn)藕聯(lián)方法coupledtorsionmethod扭轉(zhuǎn)效應(yīng)torsioneffect偶然偏心accidentaleccentricity偏心支撐框架eccentricallybracedframe普通箍筋ordinaryhoop普通支撐框架ordinarybracedframe嵌固部位fixinglocation強柱弱梁strong-column/weak-beam曲線下降段的衰減指

13、數(shù)thepowerindexofthecurvilineardecreasesection人工模擬加速度時程曲線artificialaccelerationtime-historycurve人字支撐inverted-vshapebrace軟土地基softsubsoil設(shè)計地震動參數(shù)designparametersofgroundmotion設(shè)計地震分組designearthquakegroups設(shè)計基本地震加速度designbasicaccelerationofgroundmotion設(shè)計特征周期designcharacteristicperiodofgroundmotion伸縮縫expans

14、ionjoint/contractionjoint受循環(huán)荷載時強度降低系數(shù)strengthreducingfactorundercyclingload束筒tubes豎向地震影響系數(shù)verticalseismicinfluencecoefficient豎向地震作用verticalseismicaction豎向地震作用分項系數(shù)partialfactorforverticalseismicaction豎向和橫向分布鋼筋（抗震墻）verticalandlateraldistributionwebreinforcement豎向抗側(cè)力構(gòu)件不連續(xù)discontinuityinverticalanti-lat

15、eral-forcemembers雙肢抗震墻double-limbcouplingwall水平地震影響系數(shù)horizontalseismicinfluencecoefficient水平地震作用分項系數(shù)partialfactorforhorizontalseismicaction水平動剛度thehorizontaldynamicstiffness水平支撐horizontalbrace水平轉(zhuǎn)換構(gòu)件horizontaltransmissionmember速度非線性相關(guān)型speednon-linearrelevanttype速度線性相關(guān)型speedlinearrelevanttype塑性皎plasti

16、chinge特殊中心支撐框架specialconcentricallybracedframe體積配箍率volumetricratioofhoopreinforcement條狀突出的山嘴strip-protrudingspur貼板doubleplate筒中筒結(jié)構(gòu)tubeintubestructure土層液化影響折減系數(shù)reductionfactorfortheliquefactioneffectofsoillayer完全熔透坡口焊fullpenetrationbuttwelds位移相關(guān)型displacement-relevanttype無錨固女兒墻parapetwithoutanchorage現(xiàn)

17、澆混凝土樓板cast-in-situconcretefloor線性靜/動力分析方法linearstatic/dynamicanalyzingmethod橡膠隔震單元rubberisolatorunit斜交抗側(cè)力構(gòu)件obliquedirectionlateral-force-resistingmember芯柱corecolumn壓型鋼板鋼筋混凝土組合樓板compositefloorwithflutedplate延性ductility巖土地震的穩(wěn)定性geotechnicalstability液化liquefaction液化沉陷settlementcausedbyliquefaction液化等級gr

18、adeofliquefaction液化地基liquefactionsubsoil液化指數(shù)liquefactionindex一個螺栓的極限受剪承載力theultimateshearcapacityofabolt應(yīng)力集中stressconcentration有利/不利/危險地段favorable/unfavorable/hazardousseismicfortificationplats有阻尼自由振動dampedfreevibration預(yù)制樓蓋/屋蓋prefabricatedconcreteroof/floor約束邊緣構(gòu)件confiningboundaryelement振型、模態(tài)mode振型參與系數(shù)modeparticipationfactor振型分解反應(yīng)譜法responsespectrummethodformodalanalysis震陷groundsubsidence直線下降段的下降斜率調(diào)整系數(shù)theadjustingfactorofslopeforthelineardecreasesection質(zhì)里中心centerofmass中心支撐框架concentricallybracedframe重力一階效應(yīng)secondaryeffectofgravitation重力附加彎矩gravityadditionalbendingmoment重力何載代表值representativevalu