Cyclic Behavior of Corroded Fuse-Type Dissipaters for Posttensioned Rocking Bridges-Reference-Cited by-同舟云学术

Cyclic Behavior of Corroded Fuse-Type Dissipaters for Posttensioned Rocking Bridges

Published:2018-04 Issue:4 Volume:23 Page:04018008
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Andisheh Kaveh¹^ORCID,Liu Royce²,Palermo Alessandro³,Scott Allan⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand.

3. Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand.

4. Senior Lecturer, Dept. of Civil and Natural Resources Engineering. Univ. of Canterbury, Christchurch 8041, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001197

Reference23 articles.

1. Effect of degree of corrosion on the properties of reinforcing steel bars

2. Modeling the influence of pitting corrosion on the mechanical properties of steel reinforcement

3. Seismic Behavior of Corroded RC Bridges: Review and Research Gaps

4. Residual capacity of corroded reinforcing bars

5. Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion

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