海南国际会展中心会议中心结构体系选型

43820134BuildingStructureVol．43No．8Apr．2013121222211500902100044、、、、、、-。-TU318A1002-848X201308-0006-04StructuralsystemselectionfortheconventioncenterofHainanInternationalConventionandExhibitionCenterWangZai12ZhuEnchun12WangWenyu2ChenMing2LiuFu21SchoolofCivilEngineeringHarbinInstituteofTechnologyHarbin150090China2ChinaArchitectureDesign＆ResearchGroupBeijing100044ChinaAbstractThefeaturesofharshnaturalenvironmenttallandopenstructurecombinedtechnologymulti-systemsandmulti-functionsweredemonstratedforHainanInternationalConventionandExhibitionCenter．Thestructuralsystemselectionmethodoftheoverallsystemandsub-systemsoftheconventioncenterwereintroduced．Thebondedprestressedtechniqueisadoptedforcantileverbeamsandfloorbeamswithlargespanandheavyloadingwhiletheunbondedprestressedtechniqueisadoptedforthetensionsectionofcantileveredstairs．Finiteelementmethodwasusedtoanalyzethecomfortlevelsoflargecantileveredstandslargespanfloorsandspiralstairs．Thecombinedpile-anchorfoundationwasusedtoavoidtheoverturningmomentofexteriorcolumnsduetotheinterlayereffect．KeywordsHainanInternationalConventionandExhibitionCenterstructuralsystemselectioncomfort[e-mail]。120129+2。13.62m2。、、。“”4.3m21。1800、2000700、。20102011。5、、40.132.527.0m。－9.6m。、、、、。112m2。80.3gⅢ0.45s。500.75kN/m21000.90kN/m2A。33.6℃。20m。2、、438．2。。。、、、、、、。-、、。“”。210m、、。“”。3、、、7.25m。400mmC45。3。L4～51500mm“”。700mm“”“”1。。。337.25m1800mm、。SAP2000V14.03Hz。35m×32m。、、。。、、4。411～12.5m200011m×33m72013415.8m700。、、2.650～13.650m800mm5。532000、33m。15m。、33m600×2300700×2300。3Hz。。5、、、、、、。、、、。。6、。。、、。120、6。672～4、。410.1m8438．720°。、、。7。。72。8-19.3～25.9m、。24.3m7.9012.20m2300kN·mMx5500kN·mMy。。。。-8。8-91。2、、、-、、、。3、33m。4、-。1．C//．2010．2．J．200636541-44．887．PVA-ECCRCJ．201242797-102．8MANDERJBPRIESTLEYMJNPARKR．Observedstress-strainbehaviorofconfinedconcreteJ．JournalofStructuralEngineering198811481827-1849．9．RCD．2011．9