转换层上_下结构侧向刚度对带板式转换高层建筑结构抗震性能的影响_

[]100228412(2004)06200012081,1,2(1.,100013;2.)[],,,[];;;[]TU973+131[]AInfluenceofLateralStiffnessofTransferStoryonDynamicPropertiesandSeismicResponseofStructurewithTransferPlateRongWei2sheng1,WangYa2yong1,ZhouRen2dao2(1.ChinaAcademyofBuildingResearch,Beijing100013,China;2.WenzhouConstructionEngineeringQualitySupervisionStation)Abstract:Theeffectondynamicpropertiesandseismicresponsesofstructurewithtransferplateisdiscussedwhentheratiooflateralstiffnessbetweenthestoryaboveandbelowthetransferstoryischanged.Theconceptofdoublecontrolwiththelimitoftheratiooflateralstiffnessandstorydriftisintroducedforthefirsttime,becauseoftheinfluenceoftransferslabwithlargequalityandstiffness.Parametersofdoublecontrolarepresentedinregionsofseismicintensity7degree.Keywords:structurewithtransferplate;theratioofequivalentlateralstiffness;theratioofstorydrift;doublecontrol[]2004204228;[]2004206204[](1972),,1,JGJ322002,6,,,,,,,,,,,,,,,98170m,1(a),,,212m316m(,);2200mm1(b),212m:M0,6200412EarthquakeResistantEngineeringandRetrofittingNo16Dec.2004EarthquakeResistantEngineeringandRetrofittingNo.62004©1994-2008ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.©1994-2008ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.lvZ2[;M4M2,,X],12211(),1(1)(2)xy,xX,y;(3)149xy1(s)T1T2T3T4T5T6T7T8T9M011931(2)11900(1)11679(3)015800151801477013120127401251M111944(2)11915(1)11689(3)015850152601482013190128601263M211955(1)11933(2)11691(3)016070152601484013520128701267M311961(2)11939(1)11691(3)016070153701502013510130401300M411984(1)11963(2)11697(3)0163001554014940138101322012951,,,M1M0,,,,xM2,,,,,,212,,,2:(1)(2),M2M3M4,,,(2),,M4;x,M2M3;,(3),1,,x,,213,,,,,(xy),(E1012)xy22,,36,:EarthquakeResistantEngineeringandRetrofittingNo.62004©1994-2008ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.:(1),,,(2),M1(M0),,M1,x,M27617%,6916%M4,M2,y,M44215%,3415%,3312(1),(),,,,,4200412EarthquakeResistantEngineeringandRetrofittingDecember2004©1994-2008ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.(2):,,n,:i=e(n-i+1)Pe(n+i),i=1,,n(1)=max(1,2,,n)(2),eii,ii,:,,;,,,,:(3),,3,2,3M0M1M2M3M4xy01717(01347)01990(01530)01896(01423)11185(01655)11500(01785)11204(01665)11486(01789)11407(01815)11676(01927)11655(01974)xy01562110150173311284114181129111409115341183921023,,,,,,,,,,,,,,xM02179M41161;yM01144M4111,:,,(),,23,,:,112,11456,:EarthquakeResistantEngineeringandRetrofittingNo.62004©1994-2008ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.(ELCentroTaftSyn),4,:4(1),3,M4,(2)1114,x1124,y1166,:,314,5(1)1,,,M0x,M17211%,M26110%,M43719%;M0y,M17316%,M27114%,M44811%,,,,,1,,yx,yx,,yx(2)6200412EarthquakeResistantEngineeringandRetrofittingDecember2004©1994-2008ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.(),,;,,xyx,14612%2419%,7511%,2113%y,22010%1214%,8716%,716%:,,,,,,1P3,2,(3)76,:EarthquakeResistantEngineeringandRetrofittingNo.62004©1994-2008ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.:xM01910%,M12512%,M24016%,M45414%;yM02417%,M13011%,M33612%,M45213%M0x,,,,,,,,1x1,,y2315,:,110,,,,,,,511%1816%,,,,4,,,(1),,:e,015110,111;112,114,,(2),,,,,,12;:[1],,,1[J].,2000,30(1).[2]JGJ322002,[S].:,2002.[3]GB5001122001,[S].:,2001.[4]GBJ11289,[S].:,1989.[5],,.[J].,2000,30(6).[6].[D].,:,1998.8200412EarthquakeResistantEngineeringandRetrofittingDecember2004©1994-2008ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.