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