Interference effects of two and three super-tall buildings under wind action |
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Authors: | Email author" target="_blank">Ming?GuEmail author Zhuang-Ning?Xie |
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Institution: | [1]State Key Lab for Disaster Reduction in Civil Engineering,Tongji University, 200092 Shanghai, China [2]Department of Civil Engineering, South China University of Technology 510641 Guangzhou, China |
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Abstract: | Most previous investigations on interference effects of tall buildings under wind actions focused on the wind induced interference
effects between two buildings, and the interference effects of three or more buildings have seldom been studied so far due
to the huge workload involved in experiments and data processing. In this paper, mean and dynamic force/response interference
effects and peak wind pressure interference effects of two and three tall buildings, especially the three-building configuration,
are investigated through a series of wind tunnel tests on typical tall building models using high frequency force balance
technique and wind pressure measurements. Furthermore, the present paper focuses on the effects of parameters, including breadth
ratio and height ratio of the buildings and terrain category, on the interference factors and derives relevant regression
results for the interference factors. |
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Keywords: | Super-tall building · Wind force and response · Interference effect · Wind tunnel test |
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