Rotation Compatibility Approach to Moment Redistribution for Design and Rating of Steel I-Girder Bridges-Reference-Cited by-同舟云学术

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Rotation Compatibility Approach to Moment Redistribution for Design and Rating of Steel I-Girder Bridges

Published:2010-01 Issue:1 Volume:15 Page:55-64
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

McConnell Jennifer Righman¹²³,Barth Karl¹²³,Barker Michael¹²³

Affiliation:

1. Assistant Professor, Univ. of Delaware, 358A DuPont Hall, Newark, DE 19716 (corresponding author).

2. Jack H. Samples Distinguished Professor, West Virginia Univ., PO Box 6103, Morgantown, WV 26505.

3. Professor, Univ. of Wyoming, 1000 E. Univ. Ave., Laramie, WY 82071.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282010%2915%3A1%2855%29

Reference12 articles.

1. Shakedown Tests of One-Third–CALE Composite Bridge

Cited by 4 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. Whatever happened to autostress design?;Bridge Structures;2013

2. Inelastic load distribution in multi-girder composite bridges;Engineering Structures;2012-11

3. Moment-Rotation Response of Slender Steel I-Girders;Journal of Structural Engineering;2010-12

4. Rotation Requirements for Moment Redistribution in Steel Bridge I-Girders;Journal of Bridge Engineering;2010-05

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