Long-term seismic performance of reinforced concrete bridges under steel reinforcement corrosion due to chloride attack-Reference-Cited by-同舟云学术

Long-term seismic performance of reinforced concrete bridges under steel reinforcement corrosion due to chloride attack

Published:2013-05 Issue: Volume: Page:n/a-n/a
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Ou Yu-Chen¹,Fan Hong-Da¹,Nguyen Nguyen Dang¹

Affiliation:

1. Department of Construction Engineering; National Taiwan University of Science and Technology; Taipei; Taiwan

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2316/fullpdf

Reference38 articles.

1. Service-life prediction of deteriorating concrete bridges;Enright;Journal of Structural Engineering,1998

2. Influence of longitudinal cracking due to reinforcement corrosion on characteristics of reinforced concrete members;Okada;ACI Structural Journal,1988

3. Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members;Al-Sulaimani;ACI Structural Journal,1990

4. Effect of reinforcement corrosion on flexural behavior of concrete slabs;Almusallam;Journal of Material in Civil Engineering,1996

5. Load carrying capacity of concrete structures with corroded reinforcement;Rodriguez;Construction Building Material,1997

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