Wind and Structures
Volume 36, Number 4, 2023, pages 249-261
DOI: 10.12989/was.2023.36.4.249
Application of probabilistic method to determination of aerodynamic force coefficients on tall buildings
Yong Chul Kim , Shuyang Cao
Abstract
Aerodynamic force coefficients are generally prescribed by an ensemble average of ten and/or twenty 10-minute
samples. However, this makes it difficult to identify the exact probability distribution and exceedance probability of the
prescribed values. In this study, 12,600 10-minute samples on three tall buildings were measured, and the probability
distributions were first identified and the aerodynamic force coefficients corresponding to the specific non-exceedance
probabilities (cumulative probabilities) of wind load were then evaluated. It was found that the probability distributions of the
mean and fluctuating aerodynamic force coefficients followed a normal distribution. The ratios of aerodynamic force
coefficients corresponding to the specific non-exceedance probabilities (Cf,Non) to the ensemble average of 12,600 samples
(Cf,Ens), which was defined as an adjusting factor (Cf,Non/Cf,Ens), were less than 2%. The effect of coefficient of variation of wind
speed on the adjusting factor is larger than that of the annual non-exceedance probability of wind load. The non-exceedance
probabilities of the aerodynamic force coefficient is between PC,nonex = 50% and 60% regardless of force components and aspect
ratios. The adjusting factors from the Gumbel distribution were larger than those from the normal distribution.
Key Words
adjusting factor; aerodynamic force coefficient; coefficient of variation; non-exceedance probability; probability density distribution
Address
Yong Chul Kim:Department of Engineering, Tokyo Polytechnic University, Atsugi 2430297, Japan
Shuyang Cao:State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
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