津湾广场9号楼超限高层结构巨柱节点区域非线性分析

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44220141BuildingStructureVol.44No.2Jan.201493000749-。-8。ABAQUS。。TU973.2A1002-848X201402-0048-05Nonlinearanalysisofhugecolumnjointregionofout-of-codehigh-riseNo.9buildinginJinwanSquareHuangZhaoweiHuangXinHuXueyingCaiHaoliangQiLinLiuTaoZhuXudongTianjinArchitectureDesignInstituteTianjin300074ChinaAbstractStructuralsystemofreinforcedconcretecorewallandconcrete-filledsteelrectangulartubeframewereadoptedforout-of-codehigh-riseNo.9buildinginJinwanSquare.Steel-concretehugecolumnsweresetatthestructurebottomandtransfertrusswasarrangedonthe8thfloor.Stressstateofhugecolumnjointregioninintersectionpartsofhugecolumnandtransfertrussarecomplexandjointregionstressanalysisisthekeytoguaranteethesafetyofthestructure.NumericalanalysismodelofhugecolumnjointregionwasestablishedusingABAQUSsoftwarebasedondamageplasticmodelandconsideringmaterialnonlinear.Nonlinearanalysisresultsindicatethathugecolumnjointregionisinelasticstateanddamagedevelopmentofconcreteisnotobvious.Hugecolumnjointregionmeetsrequirementsofperformance-basedseismicdesign.KeywordsJinwanSquareout-of-codehigh-risestructurehugecolumnjointregiontransfertrussmaterialnonlinearEmaillisahzw@sina.com。01234。、。、。。。ABAQUS。11.1951~884。□1500×1500×40×40H1500×450×24×36H950×450×16×288□900×900×22×22。8。94.5m950mm。81。442.9181.23.275m×1.5m90.9m×0.9m。88。8312。8。12。12334。1198、2。2。33.275m×1.5m。311。3142/mm-□1500×3275×60×50Z1□900×900×22×22L1L2L3L4L5L6□1300×900×60×80□1300×900×60×80□1300×900×60×80□900×900×40×60□1200×900×60×90□900×900×60×40L7L8HH600×300×14×25H600×300×14×25123□900×900×90×90□700×700×45×45□800×800×40×402ABAQUS。9420142.167。、。-σ=1-dDel0∶ε-εpl=Del∶ε-εpl1Del0Deldεεpl。珚σ=Del0∶ε-εpl2dk=1-βεinE0σk+1-βεinE0k=tc3tcβ0.35~0.70.5~0.95εinσkE0。2.2C3D8R86。45。。C60Q345B。5。52.31.2D+0.5L+1.3SRSS+0.5EzDLSRSSEz。6。63。3.13.1.17。7345MPa230MPaQ345B。。3.1.28XYZS11S22S33。8aX1.30MPa16.6MPa、8bY1.96MPa05442.97/MPa8/MPa9DAMAGET10SDEG15.1MPa、8cZ0.70MPa40.8MPaZ123MPa、。152014。3.2。DAMAGETSDEG。9100。910。9。。4。1。2。1GB50011—2010S.2010.2JGJ3—2010S.2011.3.J.2003361144-49.4.、J.200623SⅡ131-140.5.9J.201444232-37.6.J.201274384-391.7.ABAQUSJ.2008388127-130.20131025、、、、。、、。、、2090JICA2009“”“”“”JICA2012“”2013JICA“”。、、、、31、。113。“、、BIM”、、、、。、、、。25

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