Evaluation of wind-induced vibration of tall buildings and reliability analysis : A case study

Research output: Journal Publications and Reviews (RGC: 21, 22, 62)22_Publication in policy or professional journalNot applicable

11 Scopus Citations
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Author(s)

Detail(s)

Original languageEnglish
Pages (from-to)47-50
Journal / PublicationHKIE Transactions Hong Kong Institution of Engineers
Volume7
Issue number1
Publication statusPublished - 2000

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.

Research Area(s)

  • Reliability analysis, Tall building, Wind loading, Wind tunnel test, Wind-induced vibration