Load Distribution for a Highly Skewed Bridge: Testing and Analysis-Reference-Cited by-同舟云学术

Load Distribution for a Highly Skewed Bridge: Testing and Analysis

Published:2004-11 Issue:6 Volume:9 Page:558-562
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Huang Haoxiong¹,Shenton Harry W.²,Chajes Michael J.³

Affiliation:

1. Engineer, Lawrie and Associates, LLC, 6202 Old Franconia Road, Alexandria, VA 22310; Formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.

3. Professor Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716; Formerly, Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.

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%282004%299%3A6%28558%29

Reference6 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1994). LRFD bridge design specifications .

2. Girder Moments in Continuous Skew Composite Bridges

3. Shear and Reaction Distributions in Continuous Skew Composite Bridges

4. Live‐Load Moments for Continuous Skew Bridges

5. Finite-Element Analysis of Steel Girder Highway Bridges

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