节点文献

索—拱杂交结构动力反应分析

DYNAMIC ANALYSIS OF CABLE-TRUSS HYBRID STRUCTURES

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 王宏郭彦林崔晓强

【Author】 WANG Hong , GUO Yan-lin , CUI Xiao-qiang (Department of Civil Engineering, Tsinghua University, Beijing 100084, China)

【机构】 清华大学土木工程系清华大学土木工程系 北京100084北京100084北京100084

【摘要】 以中山大学风雨球场工程为实例,分析研究了索--拱杂交结构体系的自振特性以及结构的抗风、抗震性能。分析发现结构的自振频率呈密集型分布,结构的风荷载脉动响应十分显著,论述了索--拱杂交结构体系进行结构动力反应分析的重要性,通过分析得到了结构的风振响应系数,为结构设计提供了重要的参考资料。最后进行了结构时域内的地震反应分析,结构表现出良好的抗震性能。

【Abstract】 This paper presents the dynamic analysis of a cable-truss hybrid structure by employing ANSYS, a finite element analysis package. The dynamic response of a typical cable-truss structure located in Zhuhai City is investigated. The importance of dynamic analysis for cable-truss hybrid structure is discussed. Results indicate that the natural frequencies of the structure concentrate in a small range. This is a very important characteristic of the structure. The wind induced vibration coefficient of the structure is determined, which is very helpful for structural design. It is shown that the wind-induced response is very important for the cable-truss hybrid structure. The seismic analysis is also carried out by step-by-step method in the time domain. The results indicate that the structure has good aseismic performance.

  • 【文献出处】 工程力学 ,Engineering Mechanics , 编辑部邮箱 ,2003年01期
  • 【分类号】TU398.9
  • 【被引频次】33
  • 【下载频次】257
节点文献中: 

本文链接的文献网络图示:

本文的引文网络