Comparison of comprehensive stress performances of super-large cooling tower in different four-tower arrangements under 3D asymmetric wind loads

Author:

Ke Shitang,Wang Hao,Wang Tongguang,Ge Yaojun

Funder

National Natural Science Foundation

Jiangsu Province Outstanding Natural Science Foundation

Jiangsu Province Qing-Lan Project

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference28 articles.

1. Wind Tunnel Testing for Buildings and Other Structures.” ASCE 49-12-2012;ASCE Structural Engineering Institute,2012

2. “Damage, deterioration and the long-term structural performance of cooling-tower shells: a survey of developments over the past 50 years;Bamu;Eng. Struct.,2005

3. Wind Forces and the proximity of cooling towers to each other;Bearman;Nature,1967

4. Multiple loading effects on wind-induced static performance of super-large cooling towers;Cheng;Int. J. Struct. Stabil. Dynam.,2013

5. Buckling of cooling-tower shells: bifurcation results;Cole;J. Struct. Div.,1975

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