The Effect of Skewness on Live Load Reactions at Piers of Continuous Bridges-Reference-Cited by-同舟云学术

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The Effect of Skewness on Live Load Reactions at Piers of Continuous Bridges

Published:2006-10-10 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2006
language:
Short-container-title:

Author:

Huo X. Sharon,Zhang Qinghe

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40889%28201%29159

Reference4 articles.

1. American Association of State Highway and Transportation Officials. "AASHTO LRFD Bridge Design

2. Specifications " 3 rd Edition Washington D.C. 2004.

3. Modjeski and Masters Inc. (2002) "Shear in Skewed Multi-Beam Bridges " National Cooperative

4. Highway Research Project 20-7/Task 107.

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. Parametric study on prestressed skewed box-girder bridge;Advances in Bridge Engineering;2023-07-01

2. Field Test and Finite-Element Model of a Skewed Railroad Truss Bridge;Journal of Bridge Engineering;2012-01

3. Effect of Skewness on the Distribution of Live Load Reaction at Piers of Skewed Continuous Bridges;Journal of Bridge Engineering;2008-01

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