Behavior of a Continuous Composite Box Girder with a Prefabricated Prestressed-Concrete Slab in Its Hogging-Moment Region-Reference-Cited by-同舟云学术

Behavior of a Continuous Composite Box Girder with a Prefabricated Prestressed-Concrete Slab in Its Hogging-Moment Region

Published:2015-08 Issue:8 Volume:20 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Su Qingtian¹,Yang Guotao²,Bradford Mark A.³

Affiliation:

1. Professor, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

2. Research Associate, 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. 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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000698

Reference32 articles.

1. Experiments on continuous composite beams;Ansourian P.;Proc. Inst. Civ. Eng.,1981

2. Ataei A. and Bradford M. A. (2013). “FE modelling of sustainable semi-rigid flush end plate composite joints with deconstructable bolted shear connectors.” Proc. Int. Conf. on Composite Construction VII ASCE Reston VA.

3. Partially Prestressed Continuous Composite Beams. I

4. Elastic Local Buckling of Trough Girders

5. Buckling of post-tensioned composite beams

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