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.
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