Optimal drift design of tall reinforced concrete buildings with non-linear cracking effects-Reference-Cited by-同舟云学术

Optimal drift design of tall reinforced concrete buildings with non-linear cracking effects

Published:2005 Issue:4 Volume:14 Page:331-351
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Chan Chun-Man,Wang Qian

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference20 articles.

1. ACI Committee 318. 1995. Building code requirements for structural concrete (ACI 318-95) and commentary (318R-95). American Concrete Institute: Farmington Hills, MI.

2. Optimization of Reinforced Concrete Frames

3. 1977. Deformation of concrete structures. McGraw-Hill: New York.

4. Building Authority. 1983. Code of Practice on Wind Effects Hong Kong: 1983. Hong Kong.

5. 1997. How to optimize tall steel building frameworks. Guide to Structural Optimization, (ed.). ASCE: Reston, VA; 165-196.

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