Seismic response and fragility evaluation for an Eastern US NPP including soil–structure interaction effects
| Autor: | John D. Stevenson, Dan M. Ghiocel, Gary G. Thomas, Paul R. Wilson |
|---|---|
| Rok vydání: | 1998 |
| Předmět: |
Engineering
Probabilistic risk assessment business.industry Probabilistic logic Structural engineering Industrial and Manufacturing Engineering law.invention Seismic analysis Nuclear facilities Fragility Current practice law Soil structure interaction Nuclear power plant Safety Risk Reliability and Quality business |
| Zdroj: | Reliability Engineering & System Safety. 62:197-214 |
| ISSN: | 0951-8320 |
| DOI: | 10.1016/s0951-8320(98)00020-9 |
| Popis: | The paper discusses methodological aspects involved in a probabilistic seismic soil–structure interaction (SSI) analysis for a Seismic Probabilistic Risk Assessment (SPRA) review. An example of an Eastern US nuclear power plant (NPP) is presented. The approach presented herein follows the current practice of the Individual Plant Examination for External Events (IPEEE) program in the US. The NPP is founded on a relatively soft soil deposit, and thus the SSI effects on seismic responses are significant. Probabilistic models used for the idealization of the seismic excitation and the surrounding soil deposit are described. Using a lognormal format, computed random variability effects were combined with those proposed in the SPRA methodology guidelines. Probabilistic floor response spectra and structural fragilities for different NPP buildings were computed. Structural capacities were determined following the current practice which assumes independent median safety factors for strength and inelastic absorption. Limitations of the IPEEE practice for performing SPRA are discussed and alternate procedures, more rigorous and simple to implement, are suggested. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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