Time-Dependent Response of Spatially Curved Steel-Concrete Composite Members. II: Curved-Beam Experimental Modeling-Reference-Cited by-同舟云学术

Time-Dependent Response of Spatially Curved Steel-Concrete Composite Members. II: Curved-Beam Experimental Modeling

Published:2013-12 Issue:12 Volume:139 Page:04013003
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liu Xinpei¹,Bradford Mark A.²,Erkmen R. Emre³

Affiliation:

1. Research Associate, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, UNSW Sydney, NSW 2052, Australia.

2. Scientia Professor and Australian Laureate Fellow, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, UNSW Sydney, NSW 2052, Australia (corresponding author).

3. Lecturer, Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Broadway, NSW 2007, Australia.

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%29ST.1943-541X.0000699

Reference15 articles.

1. Time-dependent behaviour of simply-supported steel-concrete composite beams

2. Composite Beams with Partial Interaction under Sustained Loads

3. Test of curved steel-concrete composite beams;Colville J.;J. Struct. Div.,1973

4. CEB-FIP MODEL CODE 1990

5. Time-dependent creep and shrinkage analysis of composite beams curved in-plan

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