Realistic Modeling of Composite and Reinforced Concrete Floor Slabs under Extreme Loading. II: Verification and Application-Reference-Cited by-同舟云学术

Realistic Modeling of Composite and Reinforced Concrete Floor Slabs under Extreme Loading. II: Verification and Application

Published:2004-12 Issue:12 Volume:130 Page:1985-1996
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, United Kingdom.

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

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%3A12%281985%29

Reference29 articles.

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

2. Brotchie J. F. and Holley M. J. ( 1971). “Membrane action in slabs.” in “Cracking deflection and ultimate load of concrete slab systems.” ACI SP-30 American Concrete Institute Detroit 345–377.

3. Buchanan A.H. ( 2001). Structural design for fire safety Wiley New York.

4. EC4. ( 1995). Eurocode 4 Design of composite steel and concrete structures ENV 1994-1-2 Part1.2 General rules-Structural fire design European Committee for Standardisation CEN.

5. Response of idealised composite beam–slab systems under fire conditions

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