THE DESIGN OF LONG-SPAN CURVED SURFACE CURTAIN WALL STEEL STRUCTURE OF SHANGHAI INTERNATIONAL AVIATION SERVICE CENTER

ZHOU Yiyi; SHU Zhan; ZHOU Qiang; SHEN Wei; WANG Jin

doi:10.13204/j.gyjz202005029

Volume 50 Issue 5

Jul. 2020

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(5): 177-185

ZHOU Yiyi, SHU Zhan, ZHOU Qiang, SHEN Wei, WANG Jin. THE DESIGN OF LONG-SPAN CURVED SURFACE CURTAIN WALL STEEL STRUCTURE OF SHANGHAI INTERNATIONAL AVIATION SERVICE CENTER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 177-185. doi: 10.13204/j.gyjz202005029

Citation:

ZHOU Yiyi, SHU Zhan, ZHOU Qiang, SHEN Wei, WANG Jin. THE DESIGN OF LONG-SPAN CURVED SURFACE CURTAIN WALL STEEL STRUCTURE OF SHANGHAI INTERNATIONAL AVIATION SERVICE CENTER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 177-185. doi: 10.13204/j.gyjz202005029

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THE DESIGN OF LONG-SPAN CURVED SURFACE CURTAIN WALL STEEL STRUCTURE OF SHANGHAI INTERNATIONAL AVIATION SERVICE CENTER

doi: 10.13204/j.gyjz202005029

1. Xie Yimin Engineering Technology(Changzhou) Co., Ltd., Changzhou 213002, China;
2. School of Civil Engineering and Architecture, Changzhou Institute of Technology, Changzhou 213002, China

Received Date: 2019-12-25
Publish Date: 2020-07-14

Abstract

Abstract

The design of long-span curved surface structure is the difficulty of spatial structure. Especially in the curtain wall design, the connection with the main structure needs to be considered, and there are few cases. The paper described the steel structure design process for long-span curved surface curtain walls of Shanghai International Aviation Service Center. The upper part of the curtain wall connected the main structure of the tower, and the lower part diverged horizontally to the podium, which connected the two with a natural curved surface, formed a skirt effect, and realized the unity of architectural aesthetics and structural design concepts. In the long-span curved surface part, the grid was formed by parameterization, and the longitudinal open web quilting frame and the secondary beam were determined. In the middle part, the cross cable system was designed to form the overall stiffness in the plane. The steel structure of curtain wall was connected with the main body through tree column and tower extension rod, forming a complete structural system. Finally, finite element analysis software was used to perform elastic static analysis, static geometric non-linear analysis, elastic time-history analysis, and checking verification of key members, all indicators could meet the construction requirements.
- curtain wall,
- steel structure,
- tree-shaped column,
- finite element analysis

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References

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