Across-wind dynamic response of high-rise building under wind action with interference effects from one and two tall buildings

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Abstract

Systematic studies on the across-wind dynamic interference effects on two and three tall buildings are presented in this paper. It is found that surrounding and upstream interfering building(s) can significantly affect the across-wind load on the interfered principal building. Generally speaking, two interfering buildings can cause more adverse dynamic effects on the principal building than a single one does. The results show that the maximum interference factor (IF) among three buildings increases 80% over that between two buildings in terrain category B which has been defined in Chinese load code for design of building structures; a noticeable difference of 29% of IF is also observed in terrain category D. Vortex shedding from the upstream buildings can lead to vortex-induced resonance, resulting in excessive across-wind loads on the downstream building. Although interference effects in terrain category D are much smaller than those in exposure category B, the maximum IF is found to be 1·83 in the case of three buildings with the same size in terrain category D and 2·27 in other configurations. Copyright © 2007 John Wiley & Sons, Ltd.

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APA

Xie, Z. N., & Gu, M. (2009). Across-wind dynamic response of high-rise building under wind action with interference effects from one and two tall buildings. Structural Design of Tall and Special Buildings, 18(1), 37–57. https://doi.org/10.1002/tal.393

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