框支生态复合墙结构非线性地震反应分析
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摘要
建立了框支生态复合墙结构的非线性地震反应分析模型,采用有限元分析软件IDARC2D对其进行了水平地震作用下的非线性动力时程分析。研究了框支生态复合墙结构在水平地震作用下的动力反应特性及墙梁的组合作用和抗震性能。探讨了结构地震反应的影响参数。所得结论可为该类建筑工程抗震设计提供参考。
The nonlinear dynamic analysis models of the frame-supported ecological composite wall structure were established.The nonlinear dynamic time-history analysis of the frame-supported ecological composite wall structure under horizontal earthquake has been carried out by IDARC2D.The earthquake responses of the structures and composite action of wall beams as well as seismic performance were studied,and the parameters influencing on earthquake responses of the structures were discussed,which can provide a reference basis for the seismic design of the structure.
引文
[1]科学技术研究报告.密肋壁板轻型框架结构理论与应用研究[R].西安建筑科技大学,2000.
    [2]Reinhorn A M,Valles R E,Kunnath S K.IDARC2D Version 6.1:a Program for the Inelastic Damage Analysis of Reinforced Concrete Structures[CP].State University of New York at Buffalo,2006.
    [3]Reinhor A M,Valles R E,Kunnath S K.IDARC2D Version 6.1:User's Guide[R].State University of New York at Buffalo,2006.
    [4]Sivasevan M V,Reinhorn A M.Hysteretic Models for Cyclic Behavior of Deteriorating Inelastic Sstructures[R].State University of New York at Buffalo,1999.
    [5]GB50011—2001建筑抗震设计规范[S].

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