Factors Affecting Life-Cycle Cost Analysis of RC Structures in Chloride Contaminated Environments-Reference-Cited by-同舟云学术

Factors Affecting Life-Cycle Cost Analysis of RC Structures in Chloride Contaminated Environments

Published:2007-06 Issue:2 Volume:13 Page:135-143
ISSN:1076-0342
Container-title:Journal of Infrastructure Systems
language:en
Short-container-title:J. Infrastruct. Syst.

Author:

Val Dimitri V.¹

Affiliation:

1. Senior Lecturer, Dept. of Structural Engineering and Construction Management, Faculty of Civil and Environmental Engineering, Technion- Israel Institute of Technology, Haifa 32000, Israel. E-mail: val@tx.technion.ac.il

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291076-0342%282007%2913%3A2%28135%29

Reference44 articles.

1. Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar

2. Factors controlling cracking of concrete affected by reinforcement corrosion

3. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete.” ACI 318-05 Detroit.

4. Bamforth P. B. and Price W. F. (1996). “An international review of chloride ingress into structural concrete.” Rep. No. 1303/96/9092 Taywood Engineering Ltd. Technology Division Middlesex U.K.

5. Physical model for steel corrosion in concrete sea structures—Application;Bazant Z. P.;J. Struct. Div.,1979

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