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246200812StructuralEngineersVol.24,No.6Dec.2008:2008-05-30:973(2006BAJ13B01),(50708071),(2007CG27)(,200092),,,,;,7,,,,InterpretationandImplementationofElasticandNon2YieldingDesignunderModerateEarthquakeZHOUYingLUXilin(StateKeyLaboratoryforDisasterReductioninCivilEngineering,TongjiUniversity,Shanghai200092,China)AbstractInChinesecodeforseismicdesign,thestructuralexaminationwillincludeforcecarryingcapacityandelasticdeformationcheckunderminorearthquake,andelasto2plasticdeformationcheckundermajorearthquake.Thereisnoprohibitedstructuralcalculationformoderateearthquakes.Withtherapidrushofthecomplexstructuresinrecentyears,however,Chinesestructuralexpertsproposetoperformstructuraldesignofthosebuildingsundermoderateearthquake.Thosemethodsaretermedaselasticdesignandnon2yieldingdesignundermoderateearthquake,respectively.Firsttheconceptanddesignparameterofthesetwomethodswerecomparedinthispaper.ThentheanalyticalresultsofatallhybridstructurewereanalyzedunderstructureclassBandCofminorearthquake,andunderelasticandnon2yieldingdesignofmoderateearthquake.Theresultsandconclusionsdrawninthispapercanbereferredbythestructuraldesignandcoderevision.Keywordselasticdesignundermoderateearthquake,non2yieldingdesignundermoderateearthquake,designparameter,hybridstructure1,,GB500112001()[1],,,,:,,,,,©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.:,,,,[2],,,2005(AnAlternativeProcedureforSeismicAnalysisandDesignofTallBuildingsLocatedintheLosAngelesRegion)2007(RecommendedAdministrativeBulletinontheSeismicDesign&ReviewofTallBuildingsUsingNon2prescriptiveProcedures),()()(),,,[3,4],2006([2006]()005):,2.85,(),;,,,:;[5];,2,,,,,(1);,(2),2.851Table1Themaximumvalueofthehorizontalseismiccoefficient677.588.590.040.080.120.160.240.320.110.230.330.460.660.910.500.720.901.201.402Table2Thepeakvalueofthetimehistoryg677.588.590.0180.0350.0550.0700.1100.1400.1000.1500.2000.3000.4000.2200.3100.4000.5100.620,,;,,,,GB500112002[6](,3),,;2StructuralEngineersVol.24,No.6StudyofDesignMethod©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.(RC)columns,RCbeams,shearwalls1.681.81.11.331.41.51.01.231.21.251.01.01.11.151.01.01.561.32.82243.0241.91.21.31.31.41.61.01.21.21.21.41.01.11.11.11.21.01.03:[7]7.2.6,,;1.2,,,,,,,,;,,,1.0,,,,44Table4Requirementfortheelasticandnon2yieldingdesign11111.0()1.0()1.01.0325-,,3.125-(Benchmark)4m,100m,24.3m22.8m,1C40,1Fig.1Planelayoutofthestandardfloor3246©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.:7,,:0.55kN/m2,B3.3Benchmark,,,,Benchmark,6,,7,2.85,70%6Table6DynamiccharacteristicsofthestructureBenchmark1/s2.242.241.591.532/s1.731.731.281.243/s0.950.950.630.534/s0.520.520.400.365/s0.420.420.320.306/s0.360.360.240.2015X93.3%93.3%92.1%92.8%15Y92.6%92.6%91.9%92.7%3/10.420.420.390.353.43,:,,;2.85,1.92.24StructuralEngineersVol.24,No.6StudyofDesignMethod©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.(Y,)1/402(Y,)4Fig.4Inter2storydriftofthestructure3.6,,,4%;48%,72%;101%159%,,,,,,,492m,,1.75m,6%,14%[8],4,,7,:(1)(),,2.85(2),,,,(3),,,,1.0,,(4)7,2.85,70%;,1.92.3(12)5246©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.:[1].GB500172003[S].:,2003.[2].JGJ922004[S].:,2004.[3],,.[J].,2007,23(5):70275.[4],.[J].,2003(4):44247.[5],,.[J].,2001.[6],,.[J].,1998:11.(5)(5),,,4%;,(6),,,,,(7)()()(),,P-,()[1].GB500112001[S].:,2001.[2],,,.[M].2.:,2002.[3],,,.[M].:,2005.[4].[M].,2007.[5],,,.RC[J].,2008,41(3):37245.[6].GB500102002[S].:,2002.[7].JGJ32002[S].:,2002.[8],,.[J].,2006,27(6):74280.21StructuralEngineersVol.24,No.6StudyofDesignMethod©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.