欢迎来到天天文库
浏览记录
ID:56121131
大小:188.00 KB
页数:8页
时间:2020-03-16
《本科毕业设计外文文献翻译.doc》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、学校代码:10128学号:本科毕业设计外文文献翻译(题目:Shearwallstructuraldesignofhigh-levelframework学生姓名:学院:土木工程学院系别:建筑工程系专业:土木工程专业(建筑工程方向)班级:土木08-(5)班指导教师:(副教授)Shearwallstructuraldesignofhigh-levelframeworkWuJichengAbstract:Inthispaperthebasicconceptsofmanpowerfromtheframeshearwallstructure,analysisofthestructuraldesigno
2、fthecontentoftheframeshearwall,includingtheseismicwallshearspanratiodesign,andaconcretestructureinthemostcommonlyusedframeshearwallstructurethedesignofpointstonote.Keywords:concrete;frameshearwallstructure;high-risebuildingsThewallisamodernhigh-risebuildingsisanimportantbuildingcontent,thesizeofth
3、eframeshearwallmustcomplywithbuildingregulations.Theprincipleisthatthelargersizebutthethicknessmustbesmallergeometricfeaturesshouldbepresentedtotheplate,theforceisclosetocylindrical.Thewallshearwallstructureisaflatcomponent.Itsexposuretotheforcealongtheplaneleveloftheroleofshearandmoment,mustalsot
4、akeintoaccounttheverticalpressure.Operateunderthecombinedactionofbendingmomentsandaxialforceandshearforcebythecantileverdeepbeamundertheactionoftheforceleveltolookintothebottommountedonthebasisof.Shearwallisdividedintoawholewallandtheassociatedshearwallintheactualproject,awholewallforexample,sucha
5、sgeneralhousingconstructioninthegableorfishbonestructurefilmwallsandsmallopeningswall.CoupledShearwallsareconnectedbythecouplingbeamshearwall.Butbecausethegeneralcouplingbeamstiffnessislessthanthewallstiffnessofthelimbs,so.Walllimbaloneisobvious.Thecentralbeamoftheinflectionpointtopayattentiontoth
6、ewallpressurethanthelimitsofthelimbaxis.Willformashortwidebeams,widecolumnwalllimbshearwallopeningstoolargecomponentatbothendswithjustthedomainofvariablecross-sectionrodintheinternalforcesundertheactionofmanyWalllimbinflectionpointTherefore,thecalculationsandconstructionshouldAccordingtoapproximat
7、etheframestructuretoconsider.Thedesignofshearwallsshouldbebasedonthecharacteristicsofavarietyofwallitself,anddifferentmechanicalcharacteristicsandrequirements,walloftheinternalforcedistributionandfailuremodesofsp
此文档下载收益归作者所有