Wind and Structures
Volume 36, Number 1, 2023, pages 41-60
DOI: 10.12989/was.2023.36.1.041
Study on the size reduction factor of extreme wind pressure of facade cladding of high-rise buildings with square section
Xiang Wang, Yong Quan, Zhengwei Zhang and Ming Gu
Abstract
The effect of cladding panel size on the size reduction factor (SRF) of extreme area-averaging wind pressure
(EAWP) on the facades of a high-rise building is often ignored in previous studies. Based on wind tunnel tests, this study
investigated the horizontal and vertical correlations of wind pressure on the facade claddings of square-section high-rise
buildings. Then, the influencing parameters on the SRF of the EAWP on the cladding panels were analyzed, which were the
panel area, panel width, panel length and building width. The results show clear regional distinctions in the correlation of wind
pressures on the building facades and the rules of the horizontal and vertical correlations are remarkably different, which causes
the cladding size ratio to impact the SRF significantly. Therefore, this study suggests the use of the non-dimensional
comprehensive size parameter 𝒃
𝛂𝒉
𝟏−𝛂/𝑩 (𝜶 is the fitting parameter) determined by the cladding panel horizontal size b,
cladding panel vertical size h and the building width B rather than the cladding panel area to describe the variation of the EAWP.
Finally, some empirical formula for the SRF of the EAWP on the cladding of a high-rise building is proposed with the nondimensional comprehensive size parameter.
Key Words
area-averaging wind pressure; cladding; high-rise building; size reduction factor; spatial correlation coefficient; wind tunnel test
Address
Xiang Wang, Yong Quan and Ming Gu:State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092
Zhengwei Zhang:1)Jiangsu College of Engineering and Technology, Nantong 226006
2)Arup International Consultants (Shanghai) Co. Ltd., Shanghai 200031, China