Performance Testing of a Road Bridge Deck Containing Flat Rail Wagons

Author:

Jamtsho Lungten1,Dhanasekar Manicka2

Affiliation:

1. Research Student, Faculty of Built Environment and Engineering, Queensland Univ. of Technology, Brisbane, QLD 4000, Australia.

2. Professor of Infrastructure Engineering, Faculty of Built Environment and Engineering, Queensland Univ. of Technology, 2 George St., Brisbane, QLD 4000, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Boully G. and Semple B. (1997). “Guidelines for bridge load capacity assessment.” Proc. Austroads Bridge Conf. Austroads Haymarket Australia 35–50.

2. Carlsson F. (2006). “Modelling of traffic loads on bridges based on measurements of real traffic loads in Sweden.” Ph.D. thesis Lund Institute of Technology Lund Sweden.

3. Chajes M. J. Shenton H. W. and O’Shea D. (2000). “Bridge-condition assessment and load rating using nondestructive evaluation methods.” Transportation Research Record 1696 Transportation Research Board Washington DC 83–91.

4. Structural adequacy assessment of a disused flat bottom rail wagon as road bridge deck

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