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 and 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