Structure Design of a Cable-stayed Building
| Author(s): |
Chunyu Tian
Xueyi Fu Congzhen Xiao Ying Gao Xiangbing Yang |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011 |
| Published in: | IABSE-IASS 2011 London Symposium Report |
| Year: | 2011 |
| Abstract: |
Vanke Center is located at the sea beach of Shenzhen, China. The whole building floating about 10～15m high from the ground is supported by several tubes, walls and columns. Active prestressed cable and first steel frame structure were used to bear 5-6 stories of reinforced concrete frame upperstructure and transfer the gravity to the tubes, walls and columns. This article focuses on the selection of the structural system, the structure design method, the structure construction sequence, the cable tension control criteria and the details of the key structural members and joints. |
| Keywords: |
vibration serviceability Construction sequence structure design cable-stayed building force control
|
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03/10/2011 - Last updated on:
05/07/2021
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