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框支生态复合墙结构非线性地震反应分析
引用本文:田洁,黄炜,卢俊龙,张荫. 框支生态复合墙结构非线性地震反应分析[J]. 工业建筑, 2012, 0(8): 41-44,68
作者姓名:田洁  黄炜  卢俊龙  张荫
作者单位:西安理工大学土木建筑工程学院;西安建筑科技大学土木工程学院
基金项目:国家自然科学基金项目(51078310、50908188、51178385);陕西省教育厅自然科学专项基金项目(2010JK729、11JK0940、12JK0908);国家“十二五”科技支撑项目(2012BAJ16B02)
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。

关 键 词:框支生态复合墙结构  非线性动力时程分析  地震反应  参数影响

NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE
Tian Jie,Huang Wei,Lu Junlong,Zhang Yin. NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF FRAME-SUPPORTED ECOLOGICAL COMPOSITE WALL STRUCTURE[J]. Industrial Construction, 2012, 0(8): 41-44,68
Authors:Tian Jie  Huang Wei  Lu Junlong  Zhang Yin
Affiliation:1.School of Civil Engineering and Architecture,Xi’an University of Technology,Xi’an 710048,China; 2.Institute of Civil Engineering,Xi’an University of Architecture & Technology,Xi’an 710055,China)
Abstract: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.
Keywords:frame-supported ecological composite wall structure  nonlinear dynamic time-history analysis earthquake response  parameter influence
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