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Effects of geometric imperfections on stress distributions in cooling towers

  • Published:1980-07 Issue:3 Volume:2 Page:150-156
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Kato Shiro,Yokoo Yoshitsura

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference6 articles.

1. The role of geometric imperfections in the collapse of a cooling tower;Kemp;Struct. Eng.,1976

2. General equation of elastic stability for thin shells;Koiter,1966

3. Recommendations for the structural design of hyperbolic or other shaped cooling-towers;Kratzig,1971

4. BS 4485 (Draft), Part 4, Structural Design of Cooling Towers,1973

5. Reinforced concrete cooling tower shells — practice and commentary;ACI-ASCE Committee 334;ACI J.,1977
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