Peak factor estimation of non-Gaussian wind pressures based on a novel piecewise Johnson transformation model

Author:

Zhang Haicheng,Zhou QiangORCID,Li Ming,Li Mingshui,Xie Jingkai

Funder

Sichuan Province Science and Technology Support Program

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference39 articles.

1. Note on the distribution of the largest value of a random function with application to gust loading;Davenport;Proc. Inst. Civ. Eng.,1964

2. Assessment of methods for extreme value analysis of non-Gaussian wind effects with short-term time history samples;Ding;Eng. Struct.,2014

3. Non-Gaussian wind pressure on prismatic buildings. II: numerical simulation;Gioffrè;J. Struct. Eng.,2001

4. Non-Gaussian characteristics of wind pressure fluctuations;Holmes;J. Wind Eng. Ind. Aerod.,1981

5. Peak Distributions and Peak Factors of Wind-Induced Pressure Processes on Tall Buildings, High-Rise Buildings under Multi-Hazard Environment;Huang,2017

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