单排配筋混凝土剪力墙结构抗震试验及理论研究

单排配筋混凝土剪力墙结构抗震试验及理论研究

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时间:2019-05-22

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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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