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Seismic Fragility Assessment of Base-Isolated Nuclear Power Plant Structures

Authors

  • Trong-Ha Nguyen Department of Civil Engineering, Vinh University, Vinh 461010, Vietnam
  • Duy-Duan Nguyen Department of Civil Engineering, Vinh University, Vinh 461010, Vietnam
Volume: 15 | Issue: 1 | Pages: 19154-19158 | February 2025 | https://doi.org/10.48084/etasr.9404

Abstract

Base isolators constitute solutions for improving the seismic performance of civil and nuclear engineering structures. This paper evaluates the seismic fragility of based-isolated nuclear power plant structures using the proposed fragility curves. A finite element model of the structures is developed deploying SAP2000, a structural analysis program. For constructing fragility curves, a set of ground motions is employed to perform nonlinear time-history analyses associated with Incremental Dynamic Analyses (IDA). Three Damage States (DS) are defined based on the shear deformation of base isolators. Finally, the maximum likelihood estimation technique generates a set of fragility curves for DS. Additionally, a comparison of fragility curves between IDA and Cloud Analysis (CA) is presented.

Keywords:

nuclear power plant, fragility curves, earthquake, base isolator, DS

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How to Cite

[1]
Nguyen, T.-H. and Nguyen, D.-D. 2025. Seismic Fragility Assessment of Base-Isolated Nuclear Power Plant Structures. Engineering, Technology & Applied Science Research. 15, 1 (Feb. 2025), 19154–19158. DOI:https://doi.org/10.48084/etasr.9404.

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