武汉理工大学结构工程历年复试试题

经典word整理文档，仅参考，双击此处可删除页眉页脚。本资料属于网络整理，如有侵权，请联系删除，谢谢！武汉理工大学2008年结构力学复试试卷（闭卷）一、英语翻译A:Theforceoftheearthsgravitationalpullactsverticallydownwards，onourbodiesgivingusweight.,windforces,whichcanvaryinmagnitude,,tendtopushushorizontally,Forcethereforepossessmagnitudeanddirection.Atthesametime,,,theeffectofaforcedependsuponitsposition.Forexample,adoormaybeopenedorclosedbypushinghorizontallyatitsfreeedge,butifthesameforceisappliedatanypointontheverticallinethroughitshinges,thedoorwillneitheropennorclose,Thusweseethataforceisspecifiedbyitsmagnitude,directionandpositionandisthereforeavectorquantity.Asshuchitmustobeythelawsofvectoraddition,whichisafundamentalconceptthatmaybeverifiedexperimentally.B:`Frequentlyincivilengineeringconstructionbeamsarefabricatedfromcomparativelyinexprnsivematerialsofstrengthwhicharereinforcedbysmallamountsofhigh-strengthmaterialsuchassteel,inthisway,atimberbeamofrectangularsectionmayhavesteelplatesboltedtoitssidesortoitstopandbottomsurfaces,Again,,concretebeamsarereinforceintheirweaktensionzonesandalso,ifnecessary,mintheircompressionzones,bysteelreinforcingbars,Thedesignofreinforcedconcretebeamsandconcrete-and-steelbeamsiscoveredbyCodesandrelies,asinthdcaseofsteelbeams,ultimateloadanalysis.二、结构力学F三、钢结构四、抗震?五、混凝土原理六、土木工程施工F=0.22rt××V=60KN/m1c0121F=25×H=75KN/m2F七、土木工程测量武汉理工大学2009年结构力学复试试卷（闭卷）一、英语翻译类似08年的，给出两段英文，比较简单，复习时稍微看几个专业单词即可。讲的是砼梁配筋后的受力性能与没有配筋的区别。二、结构力学、若不计横梁抗弯刚度，画出相应的弯矩图。F三、钢结构形状改变能密度理论是第几强度理论，具体是怎样叙述的。四、抗震简述抗震设计中设置两道防线的必要性。五、混凝土原理试分析一竖向放置的杆件，上端自由，下端固结，试分析其在受拉、压、弯下的受力性能和破坏状态分析。六、土木工程施工给出一个网络计划图，计算相关算时间参数。七、土木工程测量测量中的误差来源有哪些？武汉理工大学2010年结构力学复试试卷（闭卷）1．两段专业英语翻译，熟悉下专业词汇就没什么问题2．结构力学从列方程，求解过程，求解结果等方面比较静力学和动力学的异同3.砼结构设计单筋矩形截面梁，作用均布荷载，另外有两个集中力分别作用在梁三分之一处（1）该梁要计算哪些计算（2）哪些地方要配筋（3）该梁有可能发生那些破坏形式（4）若为正截面破坏试画出裂缝分布图（5）若为斜截面破坏试画出裂缝分布图4.钢结构试分析轴压构件，偏压构件，受弯构件的整体失稳形式5.抗震抗震概念设计的内容6.施工砌体结构中影响砌筑质量的因素有哪些7.测量什么叫控制测量，平面控制测量和高程控制测量分别有哪些方法武汉理工大学2011年结构力学复试试卷（闭卷）1.篇水泥的水化。2.结构力学瞬变体系的特点，为什么瞬变体系不宜做为结构体系3.混凝土结构谈谈自己的看法如何解决该问题。4.钢结构钢结构梁、柱的稳定系数分别如何定义，哪些因素影响该系数的取值。5.抗震6.施工预制方桩的浇筑方向是怎样的，哪些是薄弱处，应注意什么；方桩的浇筑场地有何要求，叠放层数是多少，叠放应注意哪些问题。7.测量导线控制测量的布置方式有哪些，各需几个已知控制点。英语20分，结构力学16分，混凝土16分，钢结构16分，抗震16分，施工8分，测量8分(全是大题)复试口语(例)：Goodmorning,Iamverygladtobehereforthisinterview.First,letmeintroducemyself.Mynameishuangmiaozhou,22.IcomefromthecityofWenzhou,Zhejiangprovince.NowIamstudyinginWuhanuniversityoftechnology.Iammajorincivilengineering,andwillgraduateinJune2009.Iamopen-minded,andhavebroadinterestslikereading,sportsandsoon.EspeciallyIlikeplayingbasketballbecauseitmakesmehealthierandhappier.TherearesomereasonswhyItookthepostgraduateexam.Firstofall,Ilovemymajor.Iwanttolearnmoreaboutthat.NextIlovethefeelingintheuniversity.Itisfullofyouthfulspirit.AndIamdeeplyattractedbythescholarlyatmosphere.Andthemostimportant,it’smygreathonortoopenmyearstoyourteaching.Finally,Iwanttotalkaboutaverypracticalproblem.Thatismydreamofbecomingateacherintheuniversity.Iwanttorealizemydreamandmakemyselftobeawell-qualifiedperson.Ithinkthepostgraduatestudiescanenrichmyknowledgeandmakemecompetentinmyfuturejob.IfluckilyIgotthechancetolearncivilengineeringinZhejianguniversity,Iwillconcentrateonthestudyandreserchinthisfield.AndIhopeIcanformasystematicviewofcivilengineeringandmakeasolidfoundationforfutureprofessionafterthreeyearsstudyhere.Ok,thatisall.Thankyouverymuch.2007）武汉理工大学桥梁与隧道工程硕士研究生复试试题12的设计验算内容。3．试分析影响负摩阻力的因素。4．桥梁的主要类型和梁式桥的一般特点？56述大跨径桥梁的现状和发展趋势？7、对预应力混凝土构件，当发生预应力钢筋失效时，可能采取的补救和完善措施有哪些？其关键点是什么？8、预应力A、B构件的涵义是什么？实际工程中如何通过试验来判断？9、预应力束界的涵义是什么？如何确定？其工程意义何在？10.把下面英文翻译成汉语DamagedetectioninbridgesusingaccuratemodalparametersAnjanDutta,S.TalukdarAbstractDamageidentificationincivilengineeringstructuresusingthedynamicsystemparametershasbecomeanimportantareaofresearch.Areliable,timeandcosteffectivemethodisthereforerequiredtoevaluateandlocalizedamageusingthechangesindynamicparametersbetweentheintactanddamagestates.Thedynamicparametersmustbecalculatedinasaccuratemanneraspossible.Inthepresentwork,eigenvalueanalysisiscarriedoutusingLanczosalgorithminanadaptiveh-versionfiniteelementenvironmentinordertocontrolthediscretizationerrorforaccurateevaluationofmodalparameters.StandardAhmedShellelementshavebeenusedforthediscretizationofbridgedeck.Changesofnaturalfrequenciesbetweenthedamagedandintactmodelhavebeenobserved.Abetterlocalizationofdamagecouldbedonebyconsideringcurvatureof