基于pushover分析的桥梁结构抗震评估方法的分析与应用

基于pushover分析的桥梁结构抗震评估方法的分析与应用

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页数:94页

时间:2019-03-08

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1、ABSTRACTAsavitallifelineengineering,bridgeproject,oncedestroyedinthestrongearthquakes,therewillbegreatdifficultiesfortheemergencymanagementandbridgesrestoration.Sincetheperformancebasedseismicdesigntheorywasproposedduringtheearlyof1990’8,ithasbeenpaidmuchattention.Thisnewap

2、proachgivesaneconomicandrationalsolutionofearthquakeresistantstrctures.Itinvolveshowtodecidethenonlinearearthquakedemandinaconvenientandappropriateway.Thedynamictimehistoryanalysisisregardedasthemostrigorousone,whichcantracethecourseoffailureinstructures.Butitdoesn’tbeusedi

3、ndailyengineeringbroadlyinthattherearesomeinherentrestrictionsinit,suchas,thechoiceofearthquakewaves,hugecomputationeffort,etc.Soinalongperiodoftime,theresearchershavebeentryingtoseekaconvenientmethodforthesolvingofnonlinearearthquakedemand.Basedontheachievementofpreviousre

4、searches,thisdissertationfocusedonthepushoveranalysismethod,thecapacityspectrummethodandtheseismicdamageanalysis.Thepaperproposedseveralimprovedmethodsandverifiedthembysimulations.Thepaperalsodiscussedtheapplicationofpushoveranalysismethodontheseismicdamageperformancedesign

5、.Andanevaluationmethodofseismiccapacityofbridgestructuresisdevelopedbasedonthesimplifiedcapacitystectrummethod.Andtheeffectsofthehighermodesonresponseofhighpierbridgeindifferentearthquakelevelsanddifferentspacetypeswerediscussed.Themaincontentsofthisdissertationinclude:1.Th

6、ebasicprincipleandprocedureofpushoveranalysismethodwerestudied.Therecentapplicationsandthedevelopmentsofpushoveranalysiswereconciselyremarked.Severallevelloadingmethodsandappliedmethodsofpushoveranalysistothebridgeseismicperformanceevaluationanddesignweredicussedbyemphasis.

7、2.BasedonthesimplifiedN2methodandthesimplifiedcapacitystectrummethod,theimprovedmulti—modecapacitystectrummethodwasporposedinthispaper.Itwassuitablefortheirregularfirderbridgewithlongmaturalperiod.3.Seismicdamagemodelsarestudiedfrombothmemberlevelandsystemlevel.nTheprincipl

8、eisdiscussedfordeterminingthegradesofseismicdamageofstructures,andtherelationshipi

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