昆明小厂村超限高层建筑剪力墙结构抗震设计_姚永革

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-3Ddynamicela[e-mail]。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