结构工程师2012，Vol.28Issue(3)：1-7,7.
上海嘉定凯悦酒店超高层结构设计
Stuctural Design of Shanghai Jiading Hyatt Hotel Super High-Rise Building
林建萍 1虞终军 1韩子健 1朱碧蕾1
作者信息
- 1. 同济大学建筑设计研究院(集团)有限公司,上海200092
- 折叠
摘要
Abstract
This paper presents an introduction and analysis of the seismic design of Shanghai Jiading Hyatt Hotel, which is a super high-rise building beyond the limitation of the code. The main building consisting of 2 stories underground and 40 stories overground. The structural system with a steel-concrete hybrid frame outside and a RC tube as a core is adopted for this building. Three softwares were used to conduct the elastic analysis under frequent earthquake. Besides, the elastic dynamic time-history analysis under frequent earthquake, the seismic performance under moderate earthquake and the elasto-plastic dynamic time-history analysis under rare earthquake were also calculated. All these results meet the design specifications basically. The design and a-nalysis method introduced in this paper can offer references to future structural design of similar out-of-codes tall buildings and complex buildings.关键词
超限高层建筑/超高层建筑/钢—混凝土混合结构/结构设计Key words
tall building beyond the limitation of code/super high-rise building/steel-concrete hybrid structure /structural design引用本文复制引用
林建萍,虞终军,韩子健,朱碧蕾..上海嘉定凯悦酒店超高层结构设计[J].结构工程师,2012,28(3):1-7,7.
