Objective Load Rating of a Steel-Girder Bridge Using Structural Modeling and Health Monitoring

Author:

Bell Erin Santini1,Lefebvre Paul J.2,Sanayei Masoud3,Brenner Brian4,Sipple Jesse D.5,Peddle Jason6

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of New Hampshire, Durham, NH 03824 (corresponding author).

2. Structural Engineer, Michie Corporation, 173 Buxton Industrial Dr., Henniker, NH 03242; formerly, Graduate Student, Dept. of Civil Engineering, Univ. of New Hampshire, Durham, NH 03824.

3. Professor, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155.

4. Vice President, Fay, Spofford & Thorndike, Inc., 5 Burlington Woods, Burlington, MA 01803; and Professor of Practice, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155.

5. Structural Engineer, RSE Associates, Inc., 63 Pleasant St., Suite 200, Watertown, MA 02472; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Tufts Univ. Medford, MA 02155.

6. Graduate Student, Dept. of Civil Engineering, Univ. of New Hampshire, Durham, NH 03824.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. AASHTO. (2003). Manual for condition evaluation of bridges Washington DC.

2. AASHTO. (2008a). Bridging the gap: Restoring and rebuilding the nation's bridges Washington DC.

3. AASHTO. (2008b). LRFD bridge design specifications 4th Ed. Washington DC.

4. AASHTO. (2008c). Manual for bridge evaluation Washington DC.

5. A. G. Lichtenstein and Associates Inc. (1998). Manual for bridge rating through load testing National Cooperative Highway Reserach Program Washington DC.

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