Peak Distributions and Peak Factors of Wind-Induced Pressure Processes on Tall Buildings

被引:79
|
作者
Huang, M. F. [1 ]
Lou, Wenjuan [1 ]
Chan, C. M. [2 ]
Lin, Ning [3 ]
Pan, Xiaotao [1 ]
机构
[1] Zhejiang Univ, Inst Struct Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[3] Princeton Univ, Dept Civil & Environm Engn, Princeton, NJ 08544 USA
基金
中国国家自然科学基金;
关键词
Extreme value; Peak factor; Peak distribution; Non-Gaussian process; Wind pressure; Tall building; PROBABILITY-DISTRIBUTIONS; EXTREME RESPONSE; VIBRATION; MODELS; LOAD;
D O I
10.1061/(ASCE)EM.1943-7889.0000616
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The emergence of performance-based wind engineering calls for improved probabilistic modeling of wind effects on buildings. This paper focuses on the development of probabilistic models of the peak distribution and peak factor for non-Gaussian processes and explores the applications of this development in wind engineering. The closed-form expressions for the mean, SD, and fractile levels of extremes are derived for a random process whose peaks are modeled by the parametric Weibull distribution. A new translated-peak-process method is then developed for the estimation of the peak distribution, peak factor, and variability of extremes, based on the Weibull distribution and point-to-point mapping procedure. The proposed translated-peak-process method is validated by wind-tunnel pressure measurements on a standard tall building and is shown to be more robust and practical than many existing methods in analyzing non-Gaussian wind pressure data. (C) 2013 American Society of Civil Engineers.
引用
收藏
页码:1744 / 1756
页数:13
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