Failure process and ultimate strength of RC hyperbolic cooling towers under equivalent static wind loads
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference68 articles.
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2. Collapse mechanism of reinforced concrete superlarge cooling towers subjected to strong winds;Yu;J. Perform. Construct. Facilities,2017
3. Wind-resistant design and safety evaluation of cooling towers by reinforcement area criterion;Yu;Eng. Struct.,2019
4. Wind-induced vibration characteristics and parametric analysis of large hyperbolic cooling towers with different feature sizes;Ke;Struct. Eng. Mech.,2015
5. 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
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3. Wind-induced probabilistic failure analysis of super large cooling tower with random field properties;Journal of Wind Engineering and Industrial Aerodynamics;2023-02
4. Failure analysis and curvature-based failure criterion of super large cooling tower under strong equivalent static wind load;Engineering Failure Analysis;2022-12
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