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ID:37340670
大小:10.69 MB
页数:157页
时间:2019-05-22
《单排配筋混凝土剪力墙结构抗震试验及理论研究》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、北京工业大学博士学位论文单排配筋混凝土剪力墙结构抗震试验及理论研究姓名:杨兴民申请学位级别:博士专业:结构工程指导教师:曹万林20090301。ABSTEACTABSTRACTPeoplehavepaidmoreattentiontonewmulti-storyresidentialstructuresincereinforcedconcreteandbrickstructuretraditionallyusedhasbeenrestricted.RCshearwallhasgoodseismicperformance,butitw
2、asmainlyusedintallresidentialstructurebefore.Ithasbeenknownsteelbarsarrangementmanneranddetailsofseismicdesignofshearwallrefertohigh-risebuildingstructureaccordingtoDesignofConcreteStructure.TechnicalSpecificationforConcreteStructuresofTallBuildingandSeismicDesignofBui
3、ldings.Therefore,forcivilengineering,itisnecessaryandvitaltostudyeconomicalsuitableRCmulti—storyresidentialstructure.Bytheway,questionsmentionedabovehavebeenseldomsystematicallyresearchedyetbefore.Inthispaper'anewRCshearwallstructure--RCshearwallstructurewithsinglerowo
4、fsteelbarsapplicableformulti.storyresidentialstructurewasputforward.Theoreticalstudyandexperimentonseismicperformanceofthisnewstructurehavebeensystemicallystudied.ThemaincontributionsarelistedaSfollows:1.RCshearwallstructurewithsinglerowofsteelbarswasputforward.Anexper
5、imentonone1/2scaleshearwallstructurewithsinglerowofsteelbarshasbeencarriedoutunderlowcyclicreversedunidirectionalload.Anexperimentonone1/3scale3.storyshearwallstructurewithsinglerowofsteelbarsunderlowcyclicreversedloadhasbeendone.Anearthquakesimulationshakingtabletesto
6、none1/4scale4-storyshearwallstructurewithsinglerowofsteelbarshasbeenstudied.Basedontheexperiment,workingandseismicperformanceweresystematicallystudied,includingcollaborationworkingperformaceoftheslabandtheshearwall,comparisonofout.planeworkingperformancebetweentheshear
7、wallwithsinglerowofsteelbarsandthatwithdoublerowsofsteelbars,bearingcapacity,stiffnessanditsattenuation,hystereticbehavior,failurephenomena,comparativestudyonearthquaketimehistoryresponseoftheshearwallwithsinglerowofsteelbarsandthatwithdoublerowsofsteelbars.2.Basedonth
8、eexperiment,mechanicalmodelandmethodapplicableforthenewnovelstructure,includingdamagemodeandcalculationofbearingcapac
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