DISCUSSIONS AND CLOSURES
Nov 1, 1999
Load Distribution and Impact Factors for I-Girder Bridges
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VIEW THE REPLYAuthors: Jeffrey A. Laman and Andrzej S. NowakAuthor Affiliations
Publication: Journal of Bridge Engineering
Volume 4, Issue 4
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References
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Cantienti, R., and Barella, S. (1995). “Swiss testing of medium span bridges.” Proc., OECD DIVINE Project: Dyn. Loading of Heavy Vehicles and Road Wear, Organization for Economic Cooperation and Development, Paris, Paper No. 18.
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Chan, T. H. T., and O'Conner, C. (1990). “Vehicle model for highway bridge impact.”J. Struct. Engrg., ASCE, 116(7), 1772–1793.
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Green, R. (1987). “Dynamic load allowance for evaluation.” Proc., 1st U.S.–Eur. Workshop on Bridge Evaluation, Repair and Rehabilitation, University of Michigan Press, Ann Arbor, Mich., 347–358.
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Haywood, R. J. (1991). “Dynamic bridge testing short span bridges.” Proc., OECD DIVINE Project: Dyn. Loading of Heavy Vehicles and Road Wear, Organization for Economic Cooperation and Development, Paris, Paper No. 19.
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Hwang, E.-S., and Nowak, A. S. (1991). “Simulation of dynamic load for bridges.”J. Struct. Engrg., ASCE, 117(5), 1413–1434.
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Laman, J. A., and Boothby, T. E. (1997). “Truss bridge dynamic load allowance and distribution factors.” Proc., 7th Int. Conf. on Struct. Faults and Repair, Vol. 1, ECS Publications, Edinburgh, U.K., 487–493.
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Published In
Journal of Bridge Engineering
Volume 4 • Issue 4 • November 1999
Pages: 289 - 290
History
Published online: Nov 1, 1999
Published in print: Nov 1999
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Authors
Affiliations
Jeffrey A. Laman
Andrzej S. Nowak
Asst. Prof. of Civ. Engrg., Dept. of Civ. and Envir. Engrg., Pennsylvania State Univ., University Park, PA 16802.
Prof. of Civ. Engrg., Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, MI 48109-2125.
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