Citation:
Du Feng. Structural Design of Out-of-Code High-Rise Building in Hefei. Journal of Information Technologyin Civil Engineering and Architecture,
2017, 9(2): 98-102.
doi: 10.16670/j.cnki.cn11-5823/tu.2017.02.17
2017, 9(2): 98-102. doi: 10.16670/j.cnki.cn11-5823/tu.2017.02.17
Structural Design of Out-of-Code High-Rise Building in Hefei
CCDI, Shanghai 200433, China |
This paper introduces anout-of-code high-rise building in Hefei, which is a 172.8m-high reinforced concrete frame-core structure, with 46 floors and 2 floors in basement. In this paper, the author introduces the high-rise building through its selection of the structure, design of foundation, main results of the structural calculations, seismic performance design, seismic elastic-plastic analysis results and the seismic measures, respectively. Analysis shows that the structure meets thecode requirements, and achieves the expected seismic performances.
| [1] |
GB5001-2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010. |
| [2] |
JGJ3-2010高层建筑混凝土结构技术规程[S]. 北京: 中国建筑工业出版社, 2010. |
| [3] |
吕西林.超限高层建筑工程抗震设计指南[M].上海:同济大学出版社, 2009. |
| [4] |
徐培福, 傅学怡, 王翠坤, 等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社, 2005. |
Metrics
- PDF Downloads(23)
- Abstract views(1537)
- HTML views(700)
