框架-剪力墻結(jié)構(gòu)易損性分析.pdf

1、北京建筑工程學(xué)院碩士學(xué)位論文框架剪力墻結(jié)構(gòu)易損性分析姓名：李守靜申請學(xué)位級別：碩士專業(yè)：結(jié)構(gòu)工程指導(dǎo)教師：韓淼20100601北京建筑工程學(xué)院碩士研究生學(xué)位論文AbstractUnderacertaineconomiccondition，theaimoftheearthquakefortificationistolimitandrelievethedamageofstructuresandreducethenumberofvitimst

2、oagreatextentIdentifyareasonableseismicfortificationcriterionistheprimarypremiseformakingearthquakeresistantdesignTakeaframe—shearwalls咖Ctureasanexample，whichistenstoreyshighandlocatedinBeijingAccordingtodifferentdesigni

3、ntensities，designsixdifferentstructuresbyuseofPKPMs01areCaculateandmakeacomparativeanalysisofthecivilengineeringcostandtheconstructioncostofthesixstructuresseparatelyAlongwiththeincreaseofdesignintensi劬analysistheincreas

4、edratioofthecivilengineeringcostandtheconstructioncost：from6(0059)to7(01曲，itisrosebyO97％；from7(019)to7(015曲，itisroseby133％；from7(015曲to8(029)，itisroseby697％；from8(029)to8(03曲，itisroseby1505％；from8(039)to9(049)，itisroseby

5、2023％Then，comparebothofthecivilengineeringcostandtheconstructioncostwiththesellingpriceofhousingItcarlbeeasilyfindthat嬲long嬲thereisaslightlyincreasedincivilengineeringcostandconstructioncost，thedesignintensitycanbeimprov

6、edonedegreeThemainpurposeofthethesisistomakestaticnonlinearelasticplasticanalysis(Pushoveranalysis)forthesixdifferentframeshearwalls缸1lcturesBycaculationandtheuseoftheSAP2000V14software，themaximumanglesofdriftcarlbeobtai

7、nedunderthedifferentintensitiesofseldomoccurredearthquakeTakethevalueofthemaximumanglesofdriftasthestandardofthestructures’seismiccapacityCaculatethestnJctures’earthquakeresponsethroughprobability觚alysisBothofthefailurep

8、robabilisticmatrixandthecurveofvulnerabilityCanbegainedAdditionallycaculatethedirecteconomiclossduetoearthquakeanddeterminethedesignintensityofBeijingis8(029)Theconclusionisthat，providedthedesignintensityisimprovedfrom8(