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ID:33404123
大小:6.67 MB
页数:68页
时间:2019-02-25
《双线铁路连续钢桁梁桥结构计算和活动纵梁局部损伤分析-研究》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、西南交通大学硕士研究生学位论文第
2、I页AbstractBasedontheresearchbackgroundofCaojiaquanYellowRiverBridgeinJinancity,whichisadouble—linerailwayandfour-spancontinuedsteeltrussbeam,、)l,inlthehelpoffiniteelementsofhvare,awholeanddetailedbeamelementmodelisbuiltup,thenstaticandd
3、ynamicperformanceandstabilityareanalyzedinthestageofconstructionandoperationinthisthesis.Amovablestringer'slocaldetailedsolidelementmodelisestablished,andplatesstressiscountedafterbeingforceddisplacement,SOthathereasonofmovablestringer'sdamageisanalyzed
4、.Intheperiodofthesteeltrussbridgeconstruction,consideringkeyconditionssuchasthemaximumcantileverpositionofeveryspanandsystemconversion,bridgedeformation,interiorforceandstressofmainmembersarecalculatedtocheckoutthesafetyofbridgeassembly.Withtheconsidera
5、tionthattrainliveloads,lateralswayingforceoftrain,brakingforce(tractionforce),transversewindforce,temperatureeffectandSOon,afterninecombinationsarecompletedaccordingtotwotypes,mainforceandmainforceplusadditionalforce,theinteriorforce,stressanddeformatio
6、nofmainmembersofbridgeareanalyzedtocheekoutthesafetyofbridgeduringoperationphase.Inordertogainthefeaturesofstructuralnaturaloscillation,suchasstructuralfundamentalfrequency,vibrationmodeandqualityparticipationrateandSOon,bridgedynamiciscalculated.Earthq
7、uakeresponseareapplyingwithresponsespectrummethodandtimehistorymethod,tocheckouttheperformanceofbridgeanti·seismic.Elasticstabilityofbridgesarecalculatedtocheckoutthestabilityofbridgeatdifferentstages,suchascantileverassemblystage,completedstageandopera
8、tionstage.Whenmovablestringer’Sdamageisanalyzed,therelativedisplacementofnodesoflateralbracingbetweenmovablestringersiscalculated,underthetrainliveloadfirstly;andthenthestressofcorrespondingmembersissketchedwhenthesamedisplacementisexertedcoercivelyonth
9、elocaldetailsolidelementmodel;finallyafterthestressbeinganalyzedthemainreasonofthedamageinlateralbracingisfounout.Keywords:railwaycontinuedsteeltrussbridge;structuralanalysis;finiteelement;constructionphasecalculation;operationph
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