Bridge Deck Replacement for Minimum Expected Cost Under Multiple Reliability Constraints-Reference-Cited by-同舟云学术

Bridge Deck Replacement for Minimum Expected Cost Under Multiple Reliability Constraints

Published:2004-09 Issue:9 Volume:130 Page:1414-1419
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Stewart Mark G.¹,Estes Allen C.²,Frangopol Dan M.³

Affiliation:

1. Associate Professor, Centre for Infrastructure Performance and Reliability, The Univ. Newcastle, NSW 2308, Australia (corresponding author).

2. Associate Professor, Dept. of Civil and Mechanical Engineering, United States Military Academy, West Point, NY 10996.

3. Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309-0428.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A9%281414%29

Reference34 articles.

1. Factors controlling cracking of concrete affected by reinforcement corrosion

2. Cady P. D. (1985). “Bridge deck rehabilitation decision making.” Transportation Research Record 1035 Transportation Research Board Washington D.C. 13–20.

3. PFA concrete: chloride-induced reinforcement corrosion

4. Why America's Bridges are Crumbling

5. Enright M. P. (1998). “Time-variant reliability of reinforced concrete bridges under environmental attack.” PhD thesis Univ. of Colorado Boulder Colo.

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