结构三维弹塑性分析方法及其在建筑物震害研究中的应用
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摘要
介绍了作者研究开发的结构三维弹塑性分析方法及其在建筑物震害研究中的应用。采用杆系模型 ,包括梁、柱、墙单元、拉压杆单元、弹簧单元和阻尼单元 ,可建立各种结构计算模型 (质点系模型、平面或空间框架模型 )。对柱和墙单元等压弯杆件 ,采用了“多弹簧模型”和“纤维模型”来考虑变动轴力和双向弯曲荷载之间的耦合作用 ,能够表达压弯杆件在多轴荷载作用下的力学特性 ,从而比较真实地模拟结构弹塑性地震反应。为了表达各种荷载作用下杆件或弹簧的力和变形关系 ,作者开发和引进了多种材料恢复力模型 ,这些恢复力模型模拟了材料的非线性。在结构分析过程中也采用近似方法考虑了几何非线性。采用以上计算模型 ,作者开发了结构三维弹塑性分析计算机程序 ,用于分析遭受地震作用的建筑物 ,其结果与实际的地震破坏吻合较好 ,能够说明结构的破坏机制。
The paper introduces nonlinear analysis models and methods and their application in simulating the earthquake response and damage of building structures. For nonlinear analysis of huge building structures based on the force displacement relation of individual structural members, simplified but reliable analysis models are required. Therefore, the multi spring model, fiber model and one component spring model are now further developed and used in the structural nonlinear analysis. The multi spring model and fiber model can represent the interactions among axial load and bi directional bending moments, hence are used for modeling the column and shear wall in building structures for three dimensional analysis. Using these models, the authors developed a computer program and applied it in the response analysis of an earthquake damaged RC apartment building. The analysis results explain well the building responses and damage.
The paper introduces nonlinear analysis models and methods and their application in simulating the earthquake response and damage of building structures. For nonlinear analysis of huge building structures based on the force displacement relation of individual structural members, simplified but reliable analysis models are required. Therefore, the multi spring model, fiber model and one component spring model are now further developed and used in the structural nonlinear analysis. The multi spring model and fiber model can represent the interactions among axial load and bi directional bending moments, hence are used for modeling the column and shear wall in building structures for three dimensional analysis. Using these models, the authors developed a computer program and applied it in the response analysis of an earthquake damaged RC apartment building. The analysis results explain well the building responses and damage.
引文
1 LiKN ,OtaniS .Multi springmodelfor 3 dimensionalanalysisofRCmembers.InternationalJournalofStructuralEngineeringandMechan ics,1993,1(1) :17 30 .
2 BatheKJ.Finiteelementprocedures .PrenticeHall,1996 .
3 LiKN ,KuboT .Reviewingthemulti springmodelandfibermodel.Proceedingsofthe 10thJapanEarthquakeEngineeringSymposium ,Vol.2 ,1998.
4 LiKN ,KuboT .AnalysisofcircularRCmemberinMS fibermodel.日本建筑学会大会学术讲演梗概集 (广岛 ) ,1999,Vol.C 2 :5 73 5 74.
5 LiKN ,etal.3 DAnalysisofaRCframe wallbuildingdamagedinthe1995Hyogoken Nanbuearthquake .Proceedingsofthe 12thWorldCon ferenceonEarthquakeEngineering (CD ROM) ,Auckland ,NewZeal and ,PaperID 5 96 ,2 0 0 0 .
6 LiKN ,KuboT ,XiaoY .DynamicresponseanalysisofaSRC RCbuildingstructurewithorwithoutconsideringbondbetweensteelandRC .Proceedingsofthe 6thASCCSConference,LosAngeles,USA ,2 0 0 0 ,Vol.1:119 12 6 .
7 李康宁 ,KuboT ,VenturaCE .建筑物 3维分析模型及其用于结构地震反应分析的可靠性 .建筑结构 ,2 0 0 0 ,30 (6 ) .
8 LiKN ,KuboT .AnalyticalstudyonRCflexuralmemberbending shearinteraction.日本建筑学会大会学术讲演梗概集 (东北 ) ,2 0 0 0 ,Vol.C 2 :3 4.
2 BatheKJ.Finiteelementprocedures .PrenticeHall,1996 .
3 LiKN ,KuboT .Reviewingthemulti springmodelandfibermodel.Proceedingsofthe 10thJapanEarthquakeEngineeringSymposium ,Vol.2 ,1998.
4 LiKN ,KuboT .AnalysisofcircularRCmemberinMS fibermodel.日本建筑学会大会学术讲演梗概集 (广岛 ) ,1999,Vol.C 2 :5 73 5 74.
5 LiKN ,etal.3 DAnalysisofaRCframe wallbuildingdamagedinthe1995Hyogoken Nanbuearthquake .Proceedingsofthe 12thWorldCon ferenceonEarthquakeEngineering (CD ROM) ,Auckland ,NewZeal and ,PaperID 5 96 ,2 0 0 0 .
6 LiKN ,KuboT ,XiaoY .DynamicresponseanalysisofaSRC RCbuildingstructurewithorwithoutconsideringbondbetweensteelandRC .Proceedingsofthe 6thASCCSConference,LosAngeles,USA ,2 0 0 0 ,Vol.1:119 12 6 .
7 李康宁 ,KuboT ,VenturaCE .建筑物 3维分析模型及其用于结构地震反应分析的可靠性 .建筑结构 ,2 0 0 0 ,30 (6 ) .
8 LiKN ,KuboT .AnalyticalstudyonRCflexuralmemberbending shearinteraction.日本建筑学会大会学术讲演梗概集 (东北 ) ,2 0 0 0 ,Vol.C 2 :3 4.
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