Performance-Based Characterization and Quantification of Uncertainty in Damage Plasticity Model for Seismic Fragility Assessment of Concrete Structures-Reference-Cited by-同舟云学术

Performance-Based Characterization and Quantification of Uncertainty in Damage Plasticity Model for Seismic Fragility Assessment of Concrete Structures

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:

Lee Sangwoo¹,Gupta Abhinav²,Proestos Giorgio T.³^ORCID

Affiliation:

1. Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27606.

2. Professor and Director, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27606 (corresponding author).

3. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27606. 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.RUENG-913

Reference32 articles.

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3. ASCE. 2021. Seismic design criteria for structures, systems, and components in nuclear facilities. Reston, VA: ASCE.

4. Evaluation of the variability contribution due to epistemic uncertainty on constitutive models in the definition of fragility curves of RC frames

5. Seismic fragilities for non-ductile reinforced concrete frames – Role of aleatoric and epistemic uncertainties

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