Investigation of Longitudinal Forces in a Concrete Railroad Trestle

Author:

Foutch Douglas A.1234,Kim Tae-Wan1234,Otter Duane E.1234,Doe Brian E.1234

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 3106 NCEL 205 N. Mathews Ave., Urbana, IL 61801.

2. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 3129a NCEL 205 N. Mathews Ave., Urbana, IL 61801.

3. Principal Engineer, Association of American Railroads, Transportation Technology Center, Inc., P.O. Box 11130, 55500 DOT Rd., Pueblo, CO 81001.

4. Engineer, Association of American Railroads, Transportation Technology Center, Inc., P.O. Box 11130, 55500 DOT Rd., Pueblo, CO 81001.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. American Railway Engineering and Maintenance-of-Way Association (AREMA). (2004). Manual for railway engineering Landover Md.

2. Foutch D. A. Tobias D. and Otter D. E. (1996). “Analytical investigation of the longitudinal loads in an open-deck through-plate-girder railway bridge.” Rep. R-894 Association of American Railroads Washington D.C.

3. Foutch D. A. Tobias D. Otter D. E. LoPresti J. A. and Uppal A. S. (1997). “Experimental and analytical investigation of the longitudinal loads in an open-deck plate girder railway bridge.” Rep. R-905 Association of American Railroads Washington D.C.

4. DYNAMICS OF RAILWAY BRIDGES

5. Joy R. LoPresti J. A. and Otter D. E. (1998). “Longitudinal forces in a single span ballasted deck steel plate girder bridge.” Technology Digest TD99-026 Transportation Technology Center Pueblo Colo.

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