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ID:34582289
大小:3.54 MB
页数:94页
时间:2019-03-08
《基于pushover分析的桥梁结构抗震评估方法的分析与应用》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、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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