Wind and Structures

  • 제23권5호
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  • Pages.385-403
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  • 2016
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Across-wind dynamic loads on L-shaped tall buildings

  • Li, Yi (School of Civil Engineering, Hunan University of Science and Technology) ;
  • Li, Qiu-Sheng (Department of Architecture and Civil Engineering, City University of Hong Kong)
  • 투고 : 2016.04.03
  • 심사 : 2016.07.22
  • 발행 : 2016.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

The across-wind dynamic loads on L-shaped tall buildings with various geometric dimensions were investigated through a series of wind tunnel testing. The lift coefficients, power spectral densities and vertical correlation coefficients of the across-wind loads were analyzed and discussed in details. Taking the side ratio and terrain category as key variables, empirical formulas for estimating the across-wind dynamic loads on L-shaped tall buildings were proposed on the basis of the wind tunnel testing results. Comparisons between the predictions by the empirical formulas and the wind tunnel test results were made to verify the accuracy and applicability of the proposed formulas. Moreover, a simplified procedure to evaluate the across-wind dynamic loads on L-shaped tall buildings was derived from the proposed formulas. This study aims to provide a simple and reliable way for the estimation of across-wind dynamic loads on L-shaped tall buildings.

키워드

과제정보

연구 과제 주관 기관 : National Nature Science Foundation of China, Council of Hong Kong Special Administrative Region, Hubei Key Laboratory of Roadway Bridge and Structure Engineering in Wuhan University of Technology

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