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--学校代码:10128学号:本科毕业设计外文文献翻译(Shea题目:Shearwallstructuraldesignofrwahigh-levelframeworklls学生姓名:学院:土木工程学院tr系别:建筑工程系uctura专业:土木工程专业(建筑工程方向)班级:土木08-(5)班ldesig指导教师:(副教授)nofhigh-levelframeworkWuJichengAbstract:Inhtispaperthebasicconceptsofmanpowerfromtheframeshearwallstructure,analysisofthestructuraldesignofthecontentoftheframeshearwall,includingtheseismicwallshearspa----nratiodesign,andaconcretestructureinthemostcommonlyusedframeshearwallstructurethedesignofpointstonote.Keywords:concrete;frameshearwallstructure;high-risebuildingsThewallisamodernhigh-risebuildingsisanmiportantbuildingcontent,thesizeoftheframeshearwallmustcomplywithbuildingregulations.Theprincipleisthatthelargersizebutthethicknessmustbesmallergeometricfeaturesshouldbepresentedtotheplate,theforceisclosetocylindrical.Thewallshearwallstructureisaflatcomponent.Itsexposuretotheforcealongtheplaneleveloftheroleofshearandmoment,mustalsotakeintoaccounttheverticalpressure.Operateunderthecombinedactionofbendingmomentsandaxialforcendashearforcebythecantileverdeepbeamundertheactionoftheforceleveltolookintothebottommountedonthebasisof.Shearwallisdividedintoawholewallandtheassociatedshearwallintheactualproject,awholewallforexample,suchasgeneralhousingconstructioninhtegableorfishbonestructurefilmwallsandsmallopenings----wall.CoupledShearwallsareconnectedbythecouplingbeamshearwall.Butbecausethegeneralcouplingbeamstiffnessislessthanthewallstiffnessofthelimbs,so.Walllimbaloneisobvious.Thecentralbeamoftheinflectionpointtopayattentiontohtewallpressurethanthelimitsoftheilmbaxis.Willformashortwidebeams,widecolumnwallmblishearwallopeningstoolargecomponentatbothendswithujstthedomainofarviablecross-sectionrodintheinternalforcesunderhetactionofmanyWalllimbinflectionpointTherefore,thecalculationsandconstructionshouldAccordingtoapproximatetheframestructuretoconsider.Thedesignofshearwallsshouldbebasedonthecharacteris