TECHNICAL PAPERS
Sep 1, 1987

Bridge Vibrations Due to Vehicle Moving Over Rough Surface

Publication: Journal of Structural Engineering
Volume 113, Issue 9

Abstract

The dynamic response of a simply supported box girder bridge due to a vehicle moving across the span is presented. The effect of the randomly varying dynamic force generated by the vehicle moving over a rough bridge deck is considered in the analysis. A comparison is made of results obtained by modeling the vehicle and vehicle‐pavement interaction as a single unsprung mass and as a concentrated time‐dependent force. A statistical analysis of the results shows that peak impact factors for deflection, moments, and shear are considerably greater than those normally prescribed in bridge codes, especially when the vehicle is moving at high speeds. The effect of vehicle mass is also more significant at higher speeds.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 9September 1987
Pages: 1994 - 2008

History

Published online: Sep 1, 1987
Published in print: Sep 1987

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Authors

Affiliations

Mahil J. Inbanathan
Sr. Asst. Engr. (Civ.), Tata Consulting Engrs., 73/1 St. Marks Rd., Bangalore‐560 052, India; formerly Grad. Student, Asian Inst. of Tech., Bangkok 10501, Thailand
Martin Wieland, M. ASCE
Assoc. Prof. of Struct. Engrg., Div. of Struct. Engrg. and Constr., Asian Inst. of Tech., P.O. Box 2754, Bangkok 10501, Thailand

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