火电厂有粘结预应力混凝土框架抗震性能试验研究

火电厂有粘结预应力混凝土框架抗震性能试验研究

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时间:2019-05-23

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1、武汉理工大学博士学位论文火电厂有粘结预应力混凝土框架抗震性能试验研究姓名:夏训成申请学位级别:博士专业:桥梁与隧道工程指导教师:卢哲安20090401武汉理1:人学博士学位沦文AbstractThedeaeratorsandcoal-bunkerbaysofmainpowerhousesofthermalpowerplantsareusuallyimposedonheavyverticalloadsandthetransversalspansareverylarge.Comparedwiththeconv

2、entionalstructuraldesign,namelythenormalreinforcedconcrete(bent)frames,theprestressedconcrete(PC)framesarescarcelyappliedinthermalpowerplantshomeandaboard.TherearestillmanycontroversiesonaseismaticperformanceofPCframesastheyareappliedinindustrialbuildings

3、withspecialtechnologicalrequirements.Therefore,itisneededforfurtherexploratoryresearchandimprovementsfortheaseismaticperformance.FocusingonthePCframe,thepseudo—statictestofplanarframeandtheshakingtabletestofspaceframearecompleted;simultaneously,thetestres

4、ultsandthenumericalsimulationarecomparedandanalyzed.Themainresearchworkincludes:1.Pseudostatictest.Basedontheexperimentonacommonmultilayersingle-spanprestressedconcreteplanarflame,followingstudiesarechieflyconductedinthischarpter:thefailurepatternofthefra

5、meunderhorizontalearthquakes;thehysteresiscurves,skeletoncurves,stiffnessdegradationCurvesandstraincurves;thedisplacementductilityfactor,girdercurvatureandangle;thesequenceofplastichingejointsandthefailuremechanism.2.Shakingtabletest.Astheresearchobject,t

6、hedynamicresponseofamultilayersingle—spanPCspaceframeisanalyzedwhichissubjectedtothreeearthquakes.Accordingtothephenomenonoftest,thestructuraldestructionfeaturesareanalyzed;theperiodandmodeofvibrationofprototypearededuced;theinfluencedegreeofthetorsionont

7、hestructure,thestiffnessdegradationamplitude,inertialforcedistributionoflayers,timehistoryofaccelerationanddisplacementarecalculatedanddiscussed.3.AspaceframeFEmodelisestablishedbythree—dimensionalentityelementsandthenonlinearfiniteelementdynamictime-hist

8、oryanalysisisconducted.Basedonthecomparisonofanalysisresultsandexperimentalresults,itismainlystudiedonthestructuralreactionundersmallandstrongearthquakes.Theresultsofplaneframemodelandspatialframemodelarecomparedwhi

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