The Internal Force Analysis of Special-shaped Column Frame Structures in Different Forms under the Action of Multidimensional Seism

摘要：

Two three dimensional models were set up using ANSYS finite element analysis software, different seismic waves (unidirectional horizontal seismic action, bidirectional horizontal seismic action, bi-directional horizontal seismic action and torsional component seismic action) were input into the regular and irregular special-shaped column framework structures, and then nonlinear computation was done. The paper analyzes the aseismatic capability of the framework structure with special-shaped columns by comparing the bearing condition of different components of different structures under seismic wave, which would provide instructions for the aseismatic design of the framework structure with special-shaped columns.

关键词： multidimensional seismic wave special-shaped column framework structure ANSYS model bearing analysis

作者: Xiangshang Chen Wenjin Wang Rongxia Wang Dongqiang Xu Xin Zhao Wenjin Wang Xiangshang Chen Rongxia Wang Dongqiang Xu Xin Zhao

作者单位: College of Civil Engineering Hebei University of Technology Tianjin ,China Civil Engineering Technology Research Center of Hebei Province Tianjin, China

会议类型: 国际会议

会议名称: 2012 International Conference on Electric Technology and Civil Engineering(2012 电子技术与土木工程国际会议 ICETCE 2012)

会议地点: 三峡

会议语种:英文

页码: 3613-3616

在线出版日期: 2012-05-18（万方平台首次上网日期，不代表论文的发表时间）