Failure of Lightly Reinforced Concrete Members under Fire. II: Parametric Studies and Design Considerations-Reference-Cited by-同舟云学术

Failure of Lightly Reinforced Concrete Members under Fire. II: Parametric Studies and Design Considerations

Published:2004-01 Issue:1 Volume:130 Page:18-31
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Elghazouli A. Y.¹,Izzuddin B. A.²

Affiliation:

1. Reader in Engineering Structures, Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2BU, UK.

2. Reader in Computational Structural Mechanics, Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2BU, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A1%2818%29

Reference24 articles.

1. American Concrete Institute. (1999). “Cracking of concrete members in direct tension.” ACI manual of concrete practice. Part 3: American Concrete Institute Rep. ACI 224.2R-92 Detroit 224.2R/1–224.2R/12.

2. The structural behaviour of steel frames with composite floor slabs subject to fire. Part 1: Theory.;Bailey C. G.;Struct. Eng.,2000

3. The structural behaviour of steel frames with composite floor slabs subject to fire. Part 2: Design.;Bailey C. G.;Struct. Eng.,2000

4. The tensile membrane action of unrestrained composite slabs simulated under fire conditions

5. Minimum Reinforcement in High‐Strength Concrete

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