Sustainable Approach for Optimal Steel Sheet Pile Structure Assessment, Maintenance, and Rehabilitation-Reference-Cited by-同舟云学术

Sustainable Approach for Optimal Steel Sheet Pile Structure Assessment, Maintenance, and Rehabilitation

Published:2013-04 Issue:2 Volume:27 Page:181-190
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Rens Kevin L.¹,Liu Rui²,Foltz Stuart D.³

Affiliation:

1. Professor and Chair, Dept. of Civil Engineering, Univ. of Colorado, Denver, CO 80217 (corresponding author).

2. Research Associate, Dept. of Civil Engineering, Univ. of Colorado, Denver, CO 80217.

3. U.S. Army Construction Engineering Research Laboratory, P.O. Box 9005, Champaign, IL 61826.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000301

Reference27 articles.

1. Albrecht P. and Naeemi A. H. (1984). “Performance of weathering steel in bridges.” Rep. 272 National Cooperative Highway Research Program Transportation Research Board Washington DC.

2. ASCE. (2010). Report card for America’s infrastructure 〈http://www.infrastructurereportcard.org/sites/default/files/RC2009_full_report.pdf〉 (Nov. 22 2010).

3. Asker Y. I. (1988). Safety rating of steel sheet pile structures. M.S. thesis Iowa State Univ. Ames IA.

4. Carnegie Mellon Green Design Institute (CMGDI). (2010). “Economic input-output life cycle assessment (EIO-LCA).” 〈http://www.eiolca.net〉 (Oct. 16 2010).

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