Improved Component-Level Deterioration Modeling and Capacity Estimation for Seismic Fragility Assessment of Highway Bridges-Reference-Cited by-同舟云学术

Improved Component-Level Deterioration Modeling and Capacity Estimation for Seismic Fragility Assessment of Highway Bridges

Published:2021-12 Issue:4 Volume:7 Page:04021053
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Shekhar Shivang¹^ORCID,Ghosh Jayadipta²^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Birla Institute of Technology and Science, Pilani—Hyderabad Campus, Hyderabad, Telangana 500078, India. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, Maharashtra 400076, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0001154

Reference105 articles.

1. Akiyama M. and D. M. Frangopol. 2012. “Estimation of steel weight loss due to corrosion in RC members based on digital image processing of X-ray photogram.” In Proc. Life-Cycle and Sustainability of Civil Infrastructure Systems: Proc. 3rd Int. Symp. on Life-Cycle Civil Engineering 389. Vienna Austria: CRC Press.

2. Life-cycle reliability of RC bridge piers under seismic and airborne chloride hazards

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

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

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

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