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ID:36557499
大小:4.00 MB
页数:88页
时间:2019-05-12
《带高位转换层高层建筑框支剪力墙结构抗震性能研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、西南交通大学硕士学位论文带高位转换层高层建筑框支剪力墙结构抗震性能研究姓名:雍军申请学位级别:硕士专业:结构工程指导教师:毛蓉萍20080401西南交通大学硕士研究生学位论文第1I页AbstractTotallbuilding,becauseoftherequirementofarchitecturalfunction,inthelowerpart,framecolumnswithsmallrigidityarelaidtogetlargespacewhichisusedasmarketplacesandre
2、creationalsites;intheupperpartshearwallswithlargerigidityarelaidtogetsmallspacewhichisusedasresidencesandoffices.Toobtainthistypeofstructure,transferstorymustbelocatedbetweenthelowerpartandtheupperpartofhigh·risebuilding.Forrecentyears,inseismicregion,manyt
3、ransferstorysatelocatedhighposition,usuallyonthe3rdtothe6thstory,someonhe7thtOthelOth,evenhigher.Tallbuildingofframe—shearwallstructurewithtransferstorybelongtocomplexstructure.Thisstructureisflexibleinthelowerpartwhilefirmintheupperpart.Manyofthisstructure
4、typesurpasscodelimitationinlocatingpositionoftransferstory,SOitisdisadvantageoustoantiseismic.ThispaperstudytheseismicresponsecharacteristicofthetallbuildingwithhightransferstorybyfiniteelementcalculationofprogramETABS9.0.Thispapermainlyhasanalyzedinfluence
5、softransferstorypositionandtheratioofequivalentshearrigidityoftransferstoryandstyleofshearwalllinkedwiththegroundondynamicbehaviorandantiseismicperformanceofthetallbuilding.ThemaincontributionsinthisPaperaleasfollows:(11)Indifferenttransferstorypositionhase
6、stablishedthree-dimensionalfiniteelementscomputationsstructuralmodel,Byanalyzingtheearthquakeresponseofthestructuralmodelthatbearthesametypicalaccelerationresponsespectrum,wecanobtaintheweakstoryanddrawconclusionofinfluencesoftransferstorypositiononantiseis
7、micperformanceofthetallbuilding.(2)Insametransferstorypositionhasestablishedseveralthree—dimensionalfiniteelementscomputationsstructuralmodels,themOdelshavedifferentratioofequivalentshearrigidityoftransferstorybychangingthechickoftheirshearwall.Byanalyzingt
8、heearthquakeresponseofthestructuralmodelthatbearthesametypicalaccelerationresponsespectrum,wecandrawconclusionofinfluencesofratioofequivalentshearrigidityoftransferstoryonantiseismicperformanceofthetal
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