Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Tornado-Reference-Cited by-同舟云学术

Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Tornado

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Wenjie¹,Ke Shitang²^ORCID,Chen Xu³,Zhao Lin⁴,Ge Yaojun⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Airport Engineering, Nanjing Univ. of Aeronautics and Astronautics, Nanjing 211106, China.

2. Professor, Dept. of Civil and Airport Engineering, Nanjing Univ. of Aeronautics and Astronautics, Nanjing 211106, China (corresponding author). ORCID: .

3. Associate Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Associate Professor, School of Civil Engineering, Shanghai Normal Univ., Shanghai 200234, China.

4. Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Professor, Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12838

Reference32 articles.

1. The 30 May 1998 Spencer, South Dakota, Storm. Part I: The Structural Evolution and Environment of the Tornadoes

2. Experimental study of wind pressures acting on a cooling tower exposed to stationary tornado-like vortices

3. Tornado-induced collapse analysis of a super-large reinforced concrete cooling tower

4. MULTIPLE LOADING EFFECTS ON WIND-INDUCED STATIC PERFORMANCE OF SUPER-LARGE COOLING TOWERS

5. Development of arching action in longitudinally-restrained reinforced concrete beams