Extreme Wind Pressures and Non-Gaussian Characteristics for Super-Large Hyperbolic Cooling Towers Considering Aeroelastic Effect-Reference-Cited by-同舟云学术

Extreme Wind Pressures and Non-Gaussian Characteristics for Super-Large Hyperbolic Cooling Towers Considering Aeroelastic Effect

Published:2015-07 Issue:7 Volume:141 Page:04015010
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ke Shitang¹,Ge Yaojun²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Nanjing Univ. Aeronautics and Astronautics, No. 29 Yudao Rd., Nanjing 210016, China (corresponding author).

2. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., No. 1239 Siping Rd., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000922

Reference26 articles.

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

2. Chinese National Standards. (2006). “Test method for determining tensile breaking strength of glass fiber reinforcing mesh after exposure to a sodium hydroxide solution.” GB/T 20102-2006 Beijing PRC (in Chinese).

3. Development and Reform Commission. (2006). “Code for hydraulic design of fossil fuel power plants.” DL/T 5339-2006 Standard Ministry of Construction Beijing PRC.

4. Modeling wind ribs effects for numerical simulation external pressure load on a cooling tower of KAZERUN power plant-IRAN

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