Girder Differential Deflection and Distortion-Induced Fatigue in Skewed Steel Bridges-Reference-Cited by-同舟云学术

Girder Differential Deflection and Distortion-Induced Fatigue in Skewed Steel Bridges

Published:2006-03 Issue:2 Volume:11 Page:169-177
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Berglund Evan M.¹²,Schultz Arturo E.¹²

Affiliation:

1. Structural Engineer, Krech Ojard & Associates, Eua Claire, WI 54701; formerly, Structural Engineer, Sheppard Engineering, P.C., 966 Livernois Rd., Troy, MI 48083.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Minnesota, 500 Pillsbury Dr., Minneapolis, MN 55455 (corresponding author).

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%282006%2911%3A2%28169%29

Reference17 articles.

1. Berglund E. and Schultz A. E. (2001). “Analysis tools and rapid screening data for assessing distortional fatigue in steel bridge girders.” Final Rep. No. 2002-06 Minnesota Department of Transportation St. Paul Minn.

2. Wheel Load Distribution on Simply Supported Skew I‐Beam Composite Bridges

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