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