Lateral Load Distribution in Curved Steel I-Girder Bridges-Reference-Cited by-同舟云学术

Lateral Load Distribution in Curved Steel I-Girder Bridges

Published:2005-05 Issue:3 Volume:10 Page:281-290
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Hailing¹²³,Huang Dongzhou¹²³,Wang Ton-Lo¹²³

Affiliation:

1. Senior Structural Engineer, PBS&J, 2001 N.W. 107 Ave., Miami, FL 33172.

2. Senior Research Scientist, Structures Research Center, Florida Dept. of Transportation, 2007 E. Paul Dirac Dr., Tallahassee, FL 32310; Professor, Dept. of Civil and Architectural Engineering, Fuzhou Univ.

3. Professor, Dept. of Civil and Environmental Engineering, Florida International Univ., 10555 W. Flagler St., Miami, FL 33174.

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%282005%2910%3A3%28281%29

Reference20 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide specifications for horizontally curved highway bridges AASHTO Washington D.C.

2. American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD bridge design specifications 2nd Ed. AASHTO Washington D.C.

3. American Association of State Highway and Transportation Officials (AASHTO). (2002). Standard specifications for highway bridges 17th Ed. AASHTO Washington D.C.

4. American Association of State Highway and Transportation Officials (AASHTO). (2003). Guide specifications for horizontally curved steel girder highway bridges AASHTO Washington D.C.

5. Distribution Factors For Curved I‐Girder Bridges

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