STRUCTURAL DESIGN OF GUANGZHOU PANYU HOLIDAY HOTEL

摘要：

The project is a 72m high hotel building, with floor area of 20,000m2, located in area of seismic intensity of degree 7. Despite of its scale, the structure is unusual and complex, with rectangle column grid below 5th floor and oblique column grid beyond 5th floor. Some of the problems associated with it were difficult. This paper sets out to give a brief description of the project, solutions to major challenges in the structural design process. It demonstrates in some details the transform system, the steel braces provided in lower floors as the major measure of torsion resistance, dampers connected to steel braces to reduce seismic effect, and eventually SRC structure as the substitute of dampers.

关键词： complicated tall building steel brace torsion resistance damper SRC structure transform floor

作者: Jin-Qiang Gu Jia-Jian Hou Zhi-Yang Tian Yun-Wu Luo

作者单位: Guangzhou Jiacheng Engineering Consultant Co., Ltd, Guangzhou 511400, P.R. China Architectural Design & Research Institute of Guangdong Province, Guangzhou 510010, P.R. China South Panyu Shiqiao Architectural Design Institute Co., Ltd, Guangzhou 511400, P.R.China Architectural Design & Research Institute of Guangdong Province, Guangzhou 510010, P.R. China

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: 720-725

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）