451720159BuildingStructureVol.45No.17Sep.20155106554127.7~129.8mB。8PERFORM-3D“、”PERFORM-3DSATWE8。8PERFORM-3DTU318.2TU973A1002-848X201517-0014-07Seismicdesignofout-of-codehigh-riseshearwallstructureinXiaochangVillageinKunmingYaoYonggeXieChunWangYingcongGuangzhouHanhuaArchitects+EngineersCo.Ltd.Guangzhou510655ChinaAbstractTheprojectofXiaochangVillageinKunmingconsistsof4B-levelheightsuperhigh-riseresidentialshearwallstructureswithheightsfrom127.7mto129.8m.Themainperformance-basedseismicdesignresultsofthestructuresinregionof8-levelseismicprecautionaryintensitywereintroducedspeciallytheapplicationoftheelastic-plasticanalysissoftwarePERFORM-3Dinthetwo-stageseismicdesignof“repairableunderthefortificationearthquakeandnocollapsingundertherareearthquake”.Accordingtothecomparisonresultsofthedynamicelastic-plasticanalysisunderthefortificationearthquakebysoftwarePERFORM-3DandtheelasticanalysisunderthefortificationearthquakebysoftwareSATWErecommendationswereproposedtoprovidereferenceforanalysisofsimilarstructuresinregionof8-levelseismicprecautionaryintensityunderthefortificationearthquake.Keywordssuperhigh-riseshearwallstructureregionof8-levelseismicprecautionaryintensityPERFORM-3Ddynamicelastic-plasticanalysisperformance-basedseismicdesignEmailyaoyongge@gzhanhua.com。120.28m2ABCD4ABC127.7m454.2m23.2m32.80mXY3.655.13D129.8m463.5m22.80mXY3.704.32。4AB~D-11.60m。A~D1A~D。22.180.20g4ⅡB。41A。2.2AB。A2。4517.350mm1200mm1~6300mm7~28200mm29~45200mm。C60C35。。2A2.381SATWEETABS223PERFORM-3D4PERFORM-3DPushover。1~6、0.6%1.6%7~16、0.4%1.4%17~28、0.3%1.2%29~、0.3%1.0%。2.4《》JGJ3—20101。3。SATWEETABSPERFORM-3D2~4。3。、。CQC。“、”1。1CCC134、1/1000—1/120A2SATWEETABSPERFORM-3DT1/s2.5532.4932.407XT2/s2.3912.3822.239YT3/s1.6541.6231.626T4/s0.8010.7680.752XT5/s0.6700.6590.668YT6/s0.5550.5450.543Tt/T10.650.650.68A3SATWEETABSPERFORM-3D/kN551264551200548622/kNX177061785015733Y188201886017123PERFORM-3DCQC80%。A4SATWEETABSPERFORM-3DXYXYXY1/10841/12161/11461/11881/11961/12751.141.251.171.23——4PERFORM-3D、4.12010109《》512015PERFORM-3D8。4.2100%50%。311/4。2、。4.34.3.11、220s5。3。3。4.3.2PGA=200gal5。21/500《》GB50011—20103200/70=2.860.9。5XY1/45991/56229/mm194188/kN38875397682.472.68XYY4。。6。。5。5Max。0.50.01ASCE41-06614517.4Y561。SATWE5。6XY0.100.0010.0720.000720.110.00070.100.000650.110.000330.150.000450.110.000440.110.000440.002。6。、。63s18s45%~46%。4.3.3PGA=400gal7。1/120400/70=5.710.74。XY7XY1/184151/18917/mm544.5538.2/kN60868619884.24.27120157YY7。、、。88。。8XY0.360.00360.440.00440.290.00190.270.00180.460.00140.610.00180.200.00080.210.00080.010.0030.0020.00650.004。9。、“”。10。2.8s20s63%~64%32%。20s2010109《》5。895SATWE7%0.311。。877。814517.1011SATWE4.3.2。。9。915%~16%33%~36%。91SATWE5%、0.52SATWE7%、0.3213PERFORM-3D32/kNX48446437229.8%3677416%Y520684672110.3%3976815%/kN·mX358337032729918.7%217960033%Y356080332862877.7%210890036%1171011。10SATWEPERFORM-3DSATWE30%SATWEPERFORM-3D。11PERFORM-3DSATWE39%38%29%。10SATWEPERFORM-3DN/kNM/kN·mVmax/kNN/kNMmax/kN·mNmin/kNM/kN·mVmax/kNW317404112212452-128107861146.2576.41717W41-4297688334739-2139543731-10578200093229W51612112101545-123228811-210532141311W5512682225421-2783237864-5896197033407W15817113382191-127187143-163228611230W28-52689811455-91686056-154621141034W309673119022117-160327919318.9896.21547Y11SATWEPERFORM-3DNmax/kNMmax/kN·mVmax/kNNmaxMmaxVmax/kNSATWE/kN·mSATWE/kNSATWEW3117171132472376972943%767342%171728%W4115331680654672678056%4375136%322931%W519607112851513563741%879622%131113%W55182246857652691051042%3918643%340735%W158244114962101560332%692340%123041%W28620694301417524615%594837%103427%W3016676149992073906746%776348%154725%39%38%29%9120151011、、。6。6.1CQCPERFORM-3D12PERFORM-3DCQCCQC30%PERFORM-3D、PERFORM-3DCQC。。CQC。Pushover。6.2PERFORM-3D。12SATWEYJK。1213。0.1~0.30.05~0.10.0113。0.3。3~50.2~0.3。0.2~0.3。121YJK2PERFORM-3D12/kNX36023367742%Y39843397680%/kN·mX26890542179600-19%Y28647132108900-26%X1/1391/184—Y1/1931/189—13YJKPERFORM-3DNmax/kNMmax/kN·mVmax/kNNmaxMmaxVmax/kNYJK/kN·mYJK/kNYJKW3111134160731760972913%767352%17172%W41709799731352067804%4375156%32298%W517121157641122563721%879644%1311-17%W551386510501841901051024%3918663%340719%W1591539153419560339%692324%1230-194%W2865296529379524620%59489%1034-173%W309985400753590679%7763-94%1547-189%19%22%-78%36022015。71200g400gTNT。、1.0h。2。。3、。1GB50016—2014S.2014.2.J.2014442340-43.3GB50038—2005S.2005.4GB50779—2012S.2012.5GB50010—2010S.2011.6RICHARDLP.TheSFPEhandbookoffireprotectionengineeringM.QuincySocietyofFireProtectionEngineering2008.7BSEN1992-1-2∶2004Eurocode2designofconcretestructures—part2generalrules—structuralfiredesignS.LondonStandardsPolicyandStrategyCommittee2004.8.———J.198515748-53.9ACI216R-89GuidefordeterminingthefireenduranceofconcreteelementsS.NewYorkAmericanConcreteInstitute1989.10ISO834-1∶1999Fire-resistancetests—elementsofbuildingconstruction—part1generalrequirementsS.GenevaInternationalStandardsOrganization1999.11GB50011—2010S.2010.12JGJ3—2010S.2011.13.J.200636IS79-82.201371C。28CQC8。387%0.3、。8PERFORM-3D。1ASCE/SEI41-06SeismicrehabilitationofexistingbuildingsS.VirginiaAmericanSocietyofCivilEngineers2