锦州滨海体育中心体育场结构设计

43920135BuildingStructureVol．43No．9May2013150090、。、。TU318A1002-848X201309-0029-04StructuraldesignonstadiumofJinzhouCoastalSportsCenterLiuZhiweiZhangXiaoxinArchitecturalDesignandResearchInstituteofHITHarbin150090ChinaAbstractWithmixedstructuralsystemthestadiumofJinzhouCoastalSportsCenterhasdistributionofmassandstiffnessunevenly．Out-of-codesproblemsshouldbefocusedontoensurethesafetyofthestructure．Thesetofseismicjointorexpansionjointonthestandisaneffectivemethodtosolvetheout-of-codesproblems．Performancebasedseismicdesignmethodisappliedtounqualifiedmembersaccordingtotheestablishedperformancegoals．Theconnectionbetweenthestandandsteelcanopyiscomplexsoistheconnectionbetweenlandingarchesandfoundationbearing．Envelopedesignmethodisappliedtocoverthemostunfavorablebearingconditionsofthestructure．Accuratecomputationalanalysisshouldbecarriedoutforthecomplexnodeofthesteelcanopyinwhichcaststeelnodesandfinishedbearingcouldbeusedifnecessary．Keywordsout-of-codessportsbuildingperformancebasedseis[e-mail]。1120km。4.5ABCD。196.60m131.90mBDAC14.990mBD34.170m。BD、。50。0.70kN/m2100B。60.05gⅠ《》。。122.1。。2632013234D4Y2。C40Y1.2m×1.6mQ345B2。。253m75m52m。、3。253m120m306m300m4。2.22.2.139.5℃－25.6℃。。121260～70m。2.2.215±5℃35℃－45℃。。、、50%。。33.13.1.1。、、、、、“、”“”“”“”。3.1.2。03439．γGSGE+γEhSEhk+γEvSEvk+φWγWSWk≤R/γREγGSGE+γEhS*Ehk+γEvS*Evk≤Rd/γRE、SGE+S*Ehk+0．4S*Evk≤RkSGE+S*Evk+0．4S*Ehk≤Rk《》JGJ3—20103.11.3。3.2SAP2000V14.1.0、、。0.030.050.02。3D3SPKPM。3.3YY。3.41999920ILA050CHI-CHI-ILA050、19891018SSFLOMAPRIETASSF205。1。1/kN/%XYCHI-CHI-ILA05011793113LOMAPRIETASSF2051040899.797.9%841180.610441100100%CHI-CHI-ILA050972970.7LOMAPRIETASSF20519860114101%1208687.9104411001003.5PPMM。1∶0.85∶0.65130cm/s2。SAP2000Newmark-βγβ0.50.25。502%、ILA050、SSF。。44.1《》GB50009—20125。54.2－1.440°0.2。55.1、。0.50～14.70m。132013678、42。2/m/kPa/kPa①0.50～6.50②0.40～2.70③12.0060③28.80～28.0080④a1.40～12.5015012000④10.70～9.60805000④20.80～24.501605000④33.00～12.70200100005.2、、。80090010001200。58707430915013200kN。④a④2。1。5.3253m75m52m8731kN9622kN。10mm、、。66.1－4960kN－1690kN－6220kN。6。7、、0.05rad－40～+70℃。700mm200mm1t。6.28。G20Mn5N235N/mm2135N/mm2。《》GB50017—2003ANSYSSolid92。6.39vonMises/N/mm282。23201319βf=1．0。41、。2。。31.0。1GB/T20878—2007S．2007．2GRAHAMGEDGE．Structuralusesofstainlesssteel-buildingsandcivilengineeringJ．JournalofConstructionalSteelResearch200864111194-1198．3BADDOONR．StainlesssteelinconstructionareviewofresearchapplicationschallengesandopportunitiesJ．JournalofConstructionalSteelResearch200864111199-1206．4．-J．201117162-69．5．J．20112651-6．6．J．201031S1189-194．7．J．20102661021-1026．8．J．201141195-100．9．C//———12ASSF-2010．2010125-140．10ERRERASAMUELJPOPOWICHDW．BoltedandweldedstainlesssteelconnectionsJ．JournaloftheStructuralDivision197410061279-1296．11DesignmanualforstructuralstainlesssteelS．EuroInoxandTheSteelConstructionInstitute1994．12TALJAAVLIPASMHUHTALAL．DesignofweldedconnectionsofcoldworkedstainlesssteelRHSmembersC//Stainlesssteelinstructures-InternationalExpertsSeminar．2003．13．J．20068113-115．14．J．2011693-94．15．J．20053421-22．16GB/T983—1995S．1995．17YB/T5092—2005S．2005．18．D．2012．19．J．201242563-66．32N1=－7853kNN2=－6474kN1N3=772kN2N4=949kN。91.2+1.4+0.84vonMises153N/mm2。7。、。1．J．200930S1176-182．2．J．200737792-119．3CECS1602004S．2004．28