A Methodology for Assessing the Component-Level Fragility Curves and Its Application to a Class of Integral Abutment Bridges-Reference-Cited by-同舟云学术

A Methodology for Assessing the Component-Level Fragility Curves and Its Application to a Class of Integral Abutment Bridges

Published:2023-03 Issue:1 Volume:9 Page:
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:

Ahmed Benazir F.¹^ORCID,Dasgupta Kaustubh²^ORCID

Affiliation:

1. Contractual Faculty, Dept. of Civil Engineering, National Institute of Technology Mizoram, Chaltlang (Aizawl), Mizoram 796012, India (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil Engineering and Adjunct Faculty, Centre for Disaster Management and Research, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0001276

Reference56 articles.

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2. Agarwal, P., and M. Shrikhande. 2006. Earthquake resistant design of structures. New Delhi, India: PHI Learning Pvt. Ltd.

3. Ahmed B. F. 2021. “Seismic fragility assessment of multispan continuous reinforced concrete integral abutment bridges.” Ph.D. thesis Dept. of Civil Engineering Indian Institute of Technology Guwahati.

4. Ahmed, B. F., and K. Dasgupta. 2021a. “Seismic limit states for reinforced concrete bridge pile in sand.” In Structures, 120–140. New York: Elsevier.

5. Seismic limit states of the components in reinforced concrete integral abutment bridges;Ahmed B. F.;Bull. Earthquake Eng.,2021