Abstract
The alongwind, crosswind and torsional components of wind forces are simultaneously measured during a wind tunnel test of a rigid model of a tall building. The three components of wind-induced responses of the tall building are thus estimated and investigated by structural dynamic analysis. A reliability assessment procedure is presented in terms of upcrossing probabilities of wind-induced response and provides a convenient checking procedure for serviceability performance evaluation of tall buildings under stochastic wind loads.
| Original language | English |
|---|---|
| Pages (from-to) | 47-50 |
| Journal | HKIE Transactions Hong Kong Institution of Engineers |
| Volume | 7 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - 2000 |
Research Keywords
- Reliability analysis
- Tall building
- Wind loading
- Wind tunnel test
- Wind-induced vibration
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