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Wind and Structures Volume 8, Number 4, July 2005 , pages 251-268 DOI: https://doi.org/10.12989/was.2005.8.4.251 |
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Aspects of the dynamic wind-induced response of structures and codification |
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Yukio Tamura, Ahsan Kareem, Giovanni Solari, Kenny C. S. Kwok, John D. Holmes and William H. Melbourne
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Abstract | ||
This paper describes the work of the International Association for Wind Engineering Working Group E -Dynamic Response, one of the International Codification Working Groups set up at the Tenth International Conference on Wind Engineering in Copenhagen. Comparisons of gust loading factors and wind-induced responses of major codes and standards are first reviewed, and recent new proposals on 3-D gust loading factor techniques are introduced. Then, the combined effects of along-wind, crosswind and torsional wind load components are discussed, as well as the dynamic characteristics of buildings. Finally, the mathematical forms of along-wind velocity spectra for along-wind response calculation and codification of acceleration criteria are discussed. | ||
Key Words | ||
gust loading factor; wind load combination; wind spectra; building dynamic characteristics; acceleration criteria. | ||
Address | ||
Yukio Tamura; Tokyo Polytechnic University, Atsugi, Kanagawa, JapanrnAhsan Kareem; University of Notre Dame, Notre Dame, Indiana, USArnGiovanni Solari; University of Genova, Via Montallegro, Genoa, ItalyrnKenny C. S. Kwok; Hong Kong University of Science & Technology, Clear Water Bay, Hong KongrnJohn D. Holmes;JDH Consulting, Mentone, Victoria, AustraliarnW. H. Melbourne; MEL Consultants, Melbourne, Victoria, Australia | ||