Life-Cycle Cost Assessment of Maintenance Strategies for RC Structures in Chloride Environments-Reference-Cited by-同舟云学术

Life-Cycle Cost Assessment of Maintenance Strategies for RC Structures in Chloride Environments

Published:2012-03 Issue:2 Volume:17 Page:353-362
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mullard John A.¹²,Stewart Mark G.¹²

Affiliation:

1. Associate, Robert Bird Group Consulting Engineers, Newcastle, NSWAustralia.

2. Australian Research Council Professorial Fellow Professor and Director, Centre for Infrastructure Performance and Reliability, The Univ. Newcastle, NSW, 2308, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000248

Reference33 articles.

1. American Concrete Institute (ACI) Committee 209. (1978). “Prediction of creep shrinkage and temperature effects.” Detroit MI 2.

2. AASHTO. (2008). “Report: ‘Bridging the Gap’”. Washington D.C.

3. Cover cracking of reinforced concrete beams due to corrosion of steel;Ahmed S. F. U.;ACI Mater. J.,2007

4. Building Research Establishment (BRE). (2003). Residual Life Models for Concrete Repair—Assessment of the Concrete Repair Process Building Research Establishment.

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