:100926825(2009)2620071203:2009204223:(19762),,,,071000:,,,:,,,:TU972:A,,,,,,,,,,,,1,,,,,,,,,,,,,,21),,,,,,,,,,,,,,,,:,,,,,,,(1)2.2,,1),:,,CQC11;12),,,,:[1].[M].:,2004.[2],,.[M].:,2003.[3],.[J].,2004,14(12):2092210.[4],,.[J].,2001,17(1):25237,41.[5].[D].:,2009.DesignmethodofreinforcementconcreteshearwallstaggeredfloorstructureTIANLiangZHANGYuAbstract:Theauthordiscussesonthereinforcementconcreteshearwallstaggeredfloorcomponent2thecomponentandstaggeredwallresultedfromfloorstaggering,andcomparesitscalculationmethods,getsanalysisontheintegrityperformanceofthereinforcementconcreteshearwallstaggeredfloorstructure,soastoperfectstaggeredfloorstructuredesign.Keywords:reinforcementconcrete,shearwall,staggeredfloorcomponent,staggeredfloorstructure,performance17352620099SHANXIARCHITECTUREVol.35No.26Sep.20092),,,:,,,(2)3),,,,,,,:a.,,,,,,,,b.,,,,(3),,,,4),,,,,,,(4),:,;,,;,,,5),,,,,,6)B,,,,,,,,,,,,,,31)2),,3),,27352620099:100926825(2009)2620073202:2009204224:(19812),,,,310014:,,,,,:,,,:TU318:A0,,,,[1][2][3],;,11.1,,,1.2[4],(1),(2)[Lmax]=kEHCxarcch|T||T|-p(1)max=2EHCxTthCxEH[Lmax]2(2),H;,=110-5;T,,[3]25,T=25;p[4],,,210-4;Cx[4],,,1N/mm3,0.06N/mm3;E;[4]E(t)[5]:E(t)=E0(1-e-t),E0,;,=1,=0.09[5]14dE(14)=E0(1-e-0.0914)=0.72E0(1)(2)(1):=maxLmax=2Tth(arcch|T||T|-p0.5k)/karcch|T||T|-p(3),;k2,,,,,,,,,:[1]GB5000722002,[S].[2]GB5001122001,[S].[3]JGJ322002,[S].[4]GB5001022002,[S].TherelationshipbetweenhighriseresidentialbuildingstrucuralplanningwithpodiumsandconstructionprocedureMARuiAbstract:Thestructuretypeselectionofhighriseresidentialbuildingwithpodiumsandconstructionprocedurewereanalyzed,throughcom2paringsevenconnectionsituationbetweenpodiumsandresidentialbuilding,therationalstructuralplanningandconstructionprocedureweredeterminedfromstructuralsafety,rationalityandeconomy.Keywords:podium,highriseresidentialbuilding,structuralplanning,constructionprocedure37352620099SHANXIARCHITECTUREVol.35No.26Sep.2009