Experimental investigation of load distribution in a composite girder bridge at elastic versus inelastic states-Reference-Cited by-同舟云学术

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Experimental investigation of load distribution in a composite girder bridge at elastic versus inelastic states

Published:2013-04 Issue: Volume:49 Page:707-718
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Razaqpur A. Ghani,Shedid Marwan,Nofal Mostafa

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Design of I-beam bridges;Newmark;J Struct Div,1948

2. AASHTO. AASHTO standard specification for highway bridges, 16th Ed. Washington, DC, 1996.

3. Load distribution and impact factors for I-girder bridges;Kim;J Bridge Eng,1997

4. Sanders, W, Elleby H. Distribution of wheel loads on highway bridges. Nat. Cooperative Hwy. Res. Program Rep. 83 Transp. Res. Board, Washington, DC, 1970.

5. AASHTO-LRFD live load distribution specifications;Zokaie;J Bridge Eng,2000

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Nonlinear flexural distribution behavior and ultimate system capacity of skewed steel girder bridges;Engineering Structures;2019-10

2. Determination of load distribution factors of steel–concrete composite box and I-girder bridges using 3D finite element analysis;Australian Journal of Structural Engineering;2018-03-23

3. A framework for statistical distribution factor threshold determination of steel–concrete composite bridges under farm traffic;Engineering Structures;2014-06

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