Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of reinforced concrete structures-Reference-Cited by-同舟云学术

Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of reinforced concrete structures

Published:2017-08 Issue:6 Volume:14 Page:714-729
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Afsar Dizaj Ebrahim¹,Madandoust Rahmat¹,Kashani Mohammad M.²^ORCID

Affiliation:

1. Faculty of Engineering, University of Guilan, Rasht, Iran

2. Faculty of Engineering, University of Southampton, Southampton, UK

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2017.1359631

Reference68 articles.

1. Aligizaki, K. K. (1999). Modeling of concrete cracking due to corrosion of embedded reinforcement (Ph.D. Thesis). Pennsylvania State University, University Park, PA.

2. Performance Evaluation of Deteriorating Highway Bridges Located in High Seismic Areas

3. Ductility of slender reinforced concrete columns under monotonic flexure and constant axial load

4. Practical Performance Model for Bar Buckling

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