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1、短肢剪力墙的配箍绿(Hoopgreenofshortlimbshearwall)ThereinforcementproblemofshortlegshearwallstructureinnonseismicareaisdiscussedNonseismiczone15storeyshortshearwallstructurereinforcement,allthelongitudinalreinforcementofshortpiershearwallsectionrateaccordingtothenumberandstructuredesignfor?Howtoconfigure
2、theedgemembersofstirrupstirrupratio,tomeettherequirements?1.nonseismicarea15layershortlegshearwallstructure,alllongitudinalreinforcementratioisbesttotake1%,2.thevolumeratioofstirrupsoftheedgecomponentsatisfiestheminimumvolume,thereinforcementratioisgood,thatistosay,thestirrupcharacteristicvalue
3、isv>0.1HoopgreenofshortlimbshearwallAccordingtothediagramgiveninthecurrentspecification,theuseofstirrupsisonlyspecifiedintheshadowareas,ratherthanbydrawingtendons,Thereinforcementshallbeincludedinthestirrupvolumeandstirrupratio.However,manydesignersconsiderpullingthetendonsintothevolumeratio,Th
4、ereasonissimilarcompositestirrups,andthecolumnsofthecolumnsarenotaimedatshearresistance.Todoso,inthesteelbarTherewillbeacertainamountofsavings.Walltocolumnstirrupsingeneralhigh-risebuildingsaremorecommonwithD12@100,ofcourseWell,afterthenewspecification,itcanbasicallymeettherequirementsofvolumes
5、tirrupratio,sothereinforcingbarsintheconstraintcomponentarerequiredConfigurationcanalsobeconfigured.Butinsomecases,forexample,ifasteelbaristobeusedasastirrup,itmaybesimplysealedTheclosedstirrupsaredifficulttosatisfy.Whetherhorizontalreinforcementcanbeincludedinstirrupvolumeandstirrupratioisdeba
6、tedcontinuously.Idon'tthinkthat'srelevanttothespecificationTechnicalexplanationsaredirectlyrelated,orfurther,thenormshouldberesponsibleforthis.BecausethespecificationitselfisnotclearMakesurethattheshearwallsetsupthewallcolumn-nottosaynever,buttothepresentconfigurationThemethodisnotexplainedbeca
7、usethemethodofdrawingtheLc=0.2HwisclosetothereinforcementofthedeepbeamBothdesignandconstructionhavebroughtsometrouble.IpersonallyrecommendnotcountingtheroleofhorizontalreinforcementbecauseofthelevelTheanchoringoftheendofthetendoni