Stability and Reinforcement Analysis of Superlarge Exhaust Cooling Towers Based on a Wind Tunnel Test

Author:

Ke S. T.1,Ge Y. J.2,Zhao L.3,Tamura Y.4

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Nanjing Univ. of Aeronautics and Astronautics, Yudao Rd. 29, Nanjing 210016, China (corresponding author).

2. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Siping Rd. 1239, Shanghai 200092, China.

3. Associate Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Siping Rd. 1239, Shanghai 200092, China.

4. Professor, Wind Engineering Research Center, Tokyo Polytechnic Univ., 1583 Iiyama, Atsugi, Kanagawa 243-0297, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference23 articles.

1. Wind loading on cooling towers;Armitt J.;J. Struct. Div.,1980

2. Bartoli G. Borri C. Hoeffer R. and Orlando M. (1997). “Wind induced pressures and interference effects on a group of cooling towers in a power plant rrangement.” Proc. 2nd European and African Conf. on Wind Engineering Springer Dordrecht Netherlands 969–976.

3. New natural draft cooling tower of 200 m of height

4. Chinese Standards. (2006). “Technical specification for hydraulic design of thermal power plant.” DL/T 5339-2006 Beijing (in Chinese).

5. Chinese Standards. (2008). “Specification for design of reinforced concrete shell structures.” JGJ/T22-2008 Beijing (in Chinese).

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