Collapse Mechanism of Reinforced Concrete Superlarge Cooling Towers Subjected to Strong Winds-Reference-Cited by-同舟云学术

Collapse Mechanism of Reinforced Concrete Superlarge Cooling Towers Subjected to Strong Winds

Published:2017-12 Issue:6 Volume:31 Page:04017101
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Yu Qian-Qian¹,Gu Xiang-Lin²,Li Yi³,Lin Feng⁴

Affiliation:

1. Assistant Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

2. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China; presently, Engineer, Northwest Electric Power Design Institute Co. Ltd., China Power Engineering Consulting Group, Xi’an 710075, China.

4. Associate Professor, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001096

Reference29 articles.

1. Buckling of concrete cooling tower shells;Abel J. F.;Int. Concr. Abstr. Portal,1981

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

3. New natural draft cooling tower of 200 m of height;Busch D.;Eng. Struct.,2002

4. A model study of the buckling behaviour of hyperbolic shells;Der T. J.;Proc. Instit. Civil Eng.,1968

5. On the collapse of cooling towers with structural imperfections;Godoy L. A.;Proc. Instit. Civil Eng.,1984

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Tornado-induced instability assessment of super large hyperbolic reinforced concrete cooling towers;Engineering Structures;2024-08

2. Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Tornado;Journal of Structural Engineering;2024-03

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

5. MCRE-based finite element model updating: Cast3M implementation;Advances in Engineering Software;2022-11