Research Article
Apr 1980
Dynamic Loading of Highway Bridges
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 106, Issue 2
Abstract
Single span highway bridges of composite construction are idealized as beams as well as an orthotropic plate. A standard HS-20-44 highway vehicle is represented by a planar, two axle, sprung mass system with a frictional device. The response equations are derived in terms of the natural modal coordinates of the bridge and of displacement coordinates of the vehicle. The bridge dynamic loadings due to the initial bounce of the vehicle and in combination with the braking of the vehicle are investigated for symmetric as well as eccentric loading of the vehicle.
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Published In
Journal of the Engineering Mechanics Division
Volume 106 • Issue 2 • April 1980
Pages: 377 - 394
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© 1980 American Society of Civil Engineers.
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Published in print: Apr 1980
Published online: Feb 3, 2021
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Radhey K. Gupta
Lect. in Civ. Engrg., The Papua New Guinea University of Tech., Lae, Papua New Guinea; formerly, Teaching Fellow at the Univ. of New South Wales, Kensington, Australia
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.