Vehicular Overloads: Load Model, Bridge Safety, and Permit Checking
Author:
Affiliation:
1. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Wayne State Univ., Detroit, MI 48202. E-mail: gfu@ce.eng.wayne.edu
2. Engrg. Res. Specialist I, Transp. Res. and Devel. Bureau, New York State Dept. of Transp., Albany, NY 12232.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282000%295%3A1%2849%29
Reference21 articles.
1. Bakht B. and Jaeger L. G. (1984). “A rational procedure for overweight permits.” Transp. Res. Rec. 950 Transportation Research Board Washington D.C. 59.
2. Cassano R. C. and LeBeau R. J. (1978). “Correlating bridge design practice with overload permit policy.” Transp. Res. Rec. 664 Transportation Research Board Washington D.C. 230.
3. “Superloads on highway bridges in South Africa.”;Duncan M. A. G.;J. Struct. Div.,1977
4. Federal Highway Administration (FHWA). (1991). “Overweight vehicles—Penalties & permits: An inventory of state practices for fiscal year 1989.” Rep. to Congress from the Secretary of Transportation FHWA-MC-91-003 Washington D.C.
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