| Title: | WIND-INDUCED VIBRATION RESPONSE ANALYSIS OF LONG SPAN STEEL SPATIAL CORRIDOR |
| DOI No: | 10.1142/9789812701480_0067 |
| Source: | TALL BUILDINGS (pp 442-446)
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| Author(s): | YIMIN ZHENG
Architectural Design & Research Institute of Tongji University, Siping Road 1239, Shanghai 200092, China
XIONGTAO CHENG
Department of Building Engineering, Tongji University, Siping Road 1239, Shanghai 200092, China
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| Abstract: | Aimed at the wind-induced vibration of the long span steel spatial corridor, based on FEM and data obtained from the wind tunnel test, an analysis of time domain is used to calculate the wind-induced vibration factor of along wind displacement of the corridor for Hangzhou citizen. Furthermore, the changing law of wind-induced vibration factor of the displacement of long span steel spatial corridor is also obtained. Characteristics of the dynamic wind-load factor are drawn. |
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