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本科毕业设计外文文献翻译

小学代码：10128

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题目：Shearwallstructuraldesignofhigh-levelframework同学姓名：学院：土木工程学院系别：建造工程系专业：土木工程专业（建造工程方向）班级：土木08-（5）班指导老师：(副教授)

Shearwallstructuraldesignofhigh-levelframework

WuJicheng

Abstract:Inthispaperthebasicconceptsofmanpowerfromtheframeshearwallstructure,analysisofthestructuraldesignofthecontentoftheframeshearwall,includingtheseismicwallshearspanratiodesign,andaconcretestructureinthemostcommonlyusedframeshearwallstructurethedesignofpointstonote.

Keywords:concrete;frameshearwallstructure;high-risebuildingsThewallisamodernhigh-risebuildingsisanimportantbuildingcontent,thesizeoftheframeshearwallmustcomplywithbuildingregulations.Theprincipleisthatthelargersizebutthethicknessmustbesmallergeometricfeaturesshouldbepresentedtotheplate,theforceisclosetocylindrical.Thewallshearwallstructureisaflatcomponent.Itsexposuretotheforcealongtheplaneleveloftheroleofshearandmoment,mustalsotakeintoaccounttheverticalpressure.Operateunderthecombinedactionofbendingmomentsandaxialforceandshearforcebythecantileverdeepbeamundertheactionoftheforceleveltolookintothebottommountedonthebasisof.Shearwallisdividedintoawholewallandtheassociatedshearwallintheactualproject,awholewallforexample,suchasgeneralhousingconstructioninthegableorfishbonestructurefilmwallsandsmallopeningswall.CoupledShearwallsareconnectedbythecouplingbeamshearwall.Butbecausethe

generalcouplingbeamstiffnessislessthanthewallstiffnessofthelimbs,so.Walllimbaloneisobvious.Thecentralbeamoftheinflectionpointtopayattentiontothewallpressurethanthelimitsofthelimbaxis.Willformashortwidebeams,widecolumnwalllimbshearwallopeningstoolargecomponentatbothendswithjustthedomainofvariablecross-sectionrodintheinternalforcesundertheactionofmanyWalllimbinflectionpointTherefore,thecalculationsandconstructionshouldAccordingtoapproximatetheframestructuretoconsider.Thedesignofshearwallsshouldbebasedonthecharacteristicsofavarietyofwallitself,anddifferentmechanicalcharacteristicsandrequirements,walloftheinternalforcedistributionandfailuremodesofspecificandcomprehensiveconsiderationofthedesignreinforcementandstructuralmeasures.Frameshearwallstructuredesignistoconsiderthestructureoftheoverallanalysisforbothdirectionsofthehorizontalandverticaleffects.Obtaintheinternalforceisrequiredinaccordancewiththebiasorpartialpullnormalsectionforcecalculation.Thewallstructureoftheframeshearwallstructuraldesignofthecontentframehigh-risebuildings,intheactualprojectintheuseofthemostseismicwallshavesufficientquantitiestomeetthelimitsofthelayerdisplacement,thelocationisrelativelyflexible.Seismicwallforcontinuouslayout,full-lengththrough.Shouldbedesignedtoavoidthewallmutationsinlimblengthandalignmentisnotupanddownthehole.Thesametime.Theinsideofthe

holemarginscolumnshouldnotbelessthan300mminordertoguaranteethelengthofthecolumnastheedgeofthecomponentandconstraintedgecomponents.Thebi-directionallateralforceresistingstructuralformofverticalandhorizontalwallconnected.Eachotherastheaffinityoftheshearwall.Forone,twoseismicframeshearwalls,evenbeamhighratioshouldnotgreaterthan5andaheightofnotlessthan400mm.Midlinecolumnandbeams,wallmidlineshouldnotbegreaterthanthecolumnwidthof1/4,inordertoreducethetorsionaleffectoftheseismicactiononthecolumn.Otherwisecanbetakentostrengthenthestirrupratiointhecolumntomakeup.Iftheshearwallshearspanthanthebigtwo.Eventhebeamcross-heightratiogreaterthan2.5,thenthedesignpressureofthecutshouldnotmakeabig0.2.However,iftheshearwallshearspanratiooflessthantwocouplingbeamsspanoflessthan2.5,thentheshearcompressionratioisnotgreaterthan0.15.Theotherhand,thebottomoftheframeshearwallstructuretoenhancethedesignshouldnotbelessthan200mmandnotlessthanstorey1/16,otherpartsshouldnotbelessthan160mmandnotlessthanstorey1/20.Aroundthewalloftheframeshearwallstructureshouldbesettothebeamordarkbeamandthesidecolumntoformaborder.Horizontaldistributionofshearwallscanfromthesheareffect,thisdesignwhenbuildinghigherlongerorframestructurereinforcementshouldbeappropriatelyincreased,especiallyinthesensitivepartsofthebeampositionortemperature,

stiffnesschangeisbestappropriatelyincreased,thenconsiderationshouldbegiventothewallverticalreinforcement,becauseitismainlyfromthebendingeffect,andtakeinsomemulti-storeyshearwallstructurereinforcedreinforcementrate-likelessconstrainededgeofthecomponentorcomponentsreinforcementoftheedgecomponent.References:[1sadHayashi,HeYaming.Ontheshortshearwallhigh-risebuildingdesign[J].Keyuan,2022,(O2).

高层框架剪力墙结构设计

吴继成

照偏压或偏拉举行正截面受力计算。框架剪力墙的构造设计内容框架墙结构就高层建造而