Wind and Structures

Volume 8, Number 4, 2005, pages 251-268

DOI: 10.12989/was.2005.8.4.251

Aspects of the dynamic wind-induced response of structures and codification

Yukio Tamura , Ahsan Kareem , Giovanni Solari , Kenny C. S. Kwok , John D. Holmes , William H. Melbourne

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

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