Modeling the Reduction in Load Capacity of Highway Bridges with Age
Author:
Affiliation:
1. Member, ASCE
2. Sr. Hydr. Engr., Fed. Hwy. Admin., 10 S. Howard St., Baltimore, MD 21201-2532.
3. Dept. Head, Institute for Transport Sciences, Ltd., 11–13 Temesvár u., H-1116, Budapest, Hungary.
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%3A4%28331%29
Reference6 articles.
1. American Association of State Highway and Transportation Officials (AASHTO). ( 1993). Guidelines for Bridge Management Systems Washington D.C.
2. Hawk H. and Small E. ( 1998). “The BRIDGIT bridge management system.” Struct. Engrg. Int. 8(4) 309.
3. Hudson S. Carmichael R. Moser L. and Hudson W. ( 1987). “Bridge management systems.” NCHRP Rep. 300 Transp. Res. Board National Research Council Washington D.C.
4. O'Connor D. and Hyman W. ( 1989). “Bridge management systems.” Final Rep. Demonstration Proj. 71 Ofc. of Technol. Applications Fed. Hwy. Admin. U.S. Department of Transportation Washington D.C.
5. Thompson P. Small E. Marshall A. and Johnson M. ( 1998). “The Pontis bridge management system.” Struct. Engrg. Int. 8(4) 303.
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