OPTIMAL TENSION PATH ALGORITHM FOR BEAM STRING STRUCTURES

摘要：

This paper analyzed the path dependence of tension sequence of Beam-String Structures. When lower rods were tensioned sequentially, aimed at minimizing the horizontal deviation of vertical struts, an algorithm for optimal tension paths was performed and tested in the case of Shenzhen Convention & Exhibition Center, and the results were presented.

关键词： beam string structure lower rods optimal tension path

作者: Duo-Zhong Pan De-Min Wei

作者单位: School of Civil Engineering and Transportation, South China University of Technology, Guangzhou51064 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 5106

会议类型: 国际会议

会议名称: 2009年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 广州

会议语种:英文

页码: 819-823

在线出版日期: 2009-11-28（万方平台首次上网日期，不代表论文的发表时间）