鋼筋混凝土剪力墻結(jié)構(gòu)抗震性能方法的研究.pdf

1、北京工業(yè)大學(xué)碩士學(xué)位論文鋼筋混凝土剪力墻結(jié)構(gòu)抗震性能方法的研究姓名：孫立富申請(qǐng)學(xué)位級(jí)別：碩士專業(yè)：結(jié)構(gòu)工程指導(dǎo)教師：高小旺20070601北京工業(yè)人學(xué)j：學(xué)碩士學(xué)位論文AbstractSeismicactivityisrandomAndtheintensiveseismicactivitycantakethemostseriousdamagetobuildingsThemethodtoimprovethecapabilityofbuil

2、dingswithstandingseismicdamageiseffectiveSoprojectstakingseismicassessmentintobuildings，gettingweakcaseandtakingrelativemethodtodealwiththecaseareimportantforimprovingthecapabilityofbuildingsresistingofseismicdamageThepa

3、permainlyresearchestheanti—seismicassessmentofreinforcedconcreteshearwallstructureandtakesgreateffortstoresearchnonlinearstaticpushoveranalysismethodthatisappliedtoshearwallstructureInresearch，resultsaregotasfollows1Thep

4、aperconcludesworldwideprogressofnonlinearstaticpushoveranalysismethodappliedtoshearwallstructureResearchmainlyincomponentsofshearwallispointedoutComparedtothis，theresearchofwholeshearwallstructureneedstopaymoreattentionT

5、hereissomeanalysisofshearwallstructuresanalyzedasflamecolumn，andtheerrorcan’tbeassessed2Forthematterasabovementioned，theanti—seismicnonlinearperformanceassessmentofreinforcedconcreteshearwallsispresentedbyusingsoftwareof

6、AnsysinthispaperExamplesofsmallbayshearwallstructureandfish—boneshearwallstructureanalyzedaccordingtothemethodofpusboveraleincludedinthispaper3Differentloadmethodsarecomparedinanalysisthedefectofuniformloadispointedout，a

7、ndmultimodeloadingissuggestedinthemethodofpushover4Inordertosimplifyassessment，theperformancepointsarecategorizedWiththeresearchofantiseismicnonlinearperformanceassessmentofreinforcedconcreteshearwallstructure，advancedpr