Effect of Different Limit States on Life-Cycle Cost of RC Structures in Corrosive Environment-Reference-Cited by-同舟云学术

Effect of Different Limit States on Life-Cycle Cost of RC Structures in Corrosive Environment

Published:2005-12 Issue:4 Volume:11 Page:231-240
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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291076-0342%282005%2911%3A4%28231%29

Reference23 articles.

1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-02 Detroit.

2. Cover cracking as a function of bar corrosion: Part I-Experimental test

3. PFA concrete: chloride-induced reinforcement corrosion

4. Ehlen M. A. and Marshall H. E. (1996). “The economics of new-technology materials: A case study of FRP bridge decking.” NISTIR 5864 National Institute of Standards and Technology Gaithersburg Md.

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