Abstract
During the design of tensile membrane structures, wind-resistant design is a significant and complex problem. On the basis of the gust loading factor method introduced by A.G. Davenport, this paper proposes some improved measures according to the wind-induced response characteristics of tensile membrane structures, and gives an applied wind-resistant design method suitable for these structures. Systematic parameter analysis of wind-induced response of several typical forms of membrane structures is performed with nonlinear random simulation method in time domain, and some response rules are summarized. Moreover, a formula of the dynamic coefficient is suggested using the proposed wind-resistant method.
| Original language | English |
|---|---|
| Pages (from-to) | 65-71+59 |
| Journal | Gongcheng Lixue/Engineering Mechanics |
| Volume | 23 |
| Issue number | 7 |
| State | Published - Jul 2006 |
| Externally published | Yes |
Keywords
- Dynamic coefficient
- Equivalent static wind loads
- Tensile structures
- Wind-induced vibration analysis
- Wind-resistant design
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