RATIONAL STIFFNESS OF OUTRIGGERS IN HIGH RISE STRUCTURE WITH STRENGTHENED STORIES

摘要：

Based on theoretical analysis results of simplified planar structures, this paper studied the influence factors to roof displacement and internal force of a spatial structure subjected to uniform load and load with an inverted triangular distribution. The factors obtained from simplified theoretical analysis including location and number of strengthened stories and stiffness ratio of outriggers to core tube and side columns to core tube. Using numerical calculation, this paper analyzed the stress characteristic of this kind of structure and proposed a stiffness ratio limit of outriggers to core tube. Conclusions can serve for a reference for actual design.

关键词： High-rise structure horizontal strengthened story outrigger stiffness ratio limit

作者: K. J. Yang X. W. Liang B. Li

作者单位: Civil Engineering Institute, Xian University of Architecture and Technology, Xian, China

会议类型: 国际会议

会议名称: 2007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: 上海

会议语种:英文

页码: 412-420

在线出版日期: 2007-11-28（万方平台首次上网日期，不代表论文的发表时间）