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Non-stationary extreme value analysis applied to seismic fragility assessment for nuclear safety analysis

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  • معلومة اضافية
    • Contributors:
      Bureau de Recherches Géologiques et Minières (BRGM); Bureau d'Evaluation des EPS 1 (IRSN/PSN-EXP/SCEPS/BEPS); Service de la conduite des réacteurs et des EPS (IRSN/PSN-EXP/SCEPS); Institut de Radioprotection et de Sûreté Nucléaire (IRSN)-Institut de Radioprotection et de Sûreté Nucléaire (IRSN); Bureau d'Analyse des Accidents Majeurs (IRSN/PSN-RES/SAM/BAAM); Service des Accidents Majeurs (IRSN/PSN-RES/SAM); Bureau d'Evaluation Probabiliste des Accidents Majeurs (IRSN/PSN-EXP/SCEPS/BEPAM); Laboratoire de Modélisation et d’Analyse de la Performance des Structures (IRSN/PSN-EXP/SES/LMAPS); Service d'Expertise des équipements et des Structures (IRSN/PSN-EXP/SES); European Project: 755439,NFRP-2016-2017,NFRP-2016-2017-1,NARSIS(2017)
    • بيانات النشر:
      CCSD
      Copernicus Publ. / European Geosciences Union
    • الموضوع:
      2020
    • Collection:
      IRSN (Institut de Radioprotection et de Sûreté Nucléaire): Publications (HAL
    • نبذة مختصرة :
      a également fait l'objet d'une communication orale au EVAN 2019 ; International audience ; Fragility curves (FCs) are key tools for seismic probabilistic safety assessments that are performed at the level of the nuclear power plant (NPP). These statistical methods relate the probabilistic seismic hazard loading at the given site to the required performance of the NPP safety functions. In the present study, we investigate how the tools of non-stationary extreme value analysis can be used to model in a flexible manner the tail behaviour of the engineering demand parameter as a function of the considered intensity measure. We focus the analysis on the dynamic response of an anchored steam line and of a supporting structure under seismic solicitations. The failure criterion is linked to the exceedance of the maximum equivalent stress at a given location of the steam line. A series of three-component ground-motion records (∼300) were applied at the base of the model to perform non-linear time history analyses. The set of numerical results was then used to derive a FC, which relates the failure probability to the variation in peak ground acceleration (PGA). The probabilistic model of the FC is selected via information criteria completed by diagnostics on the residuals, which support the choice of the generalised extreme value (GEV) distribution (instead of the widely used log-normal model). The GEV distribution is here non-stationary, and the relationships of the GEV parameters (location, scale and shape) are established with respect to PGA using smooth non-linear models. The procedure is data-driven, which avoids the introduction of any a priori assumption on the shape or form of these relationships. To account for the uncertainties in the mechanical and geometrical parameters of the structures (elastic stiffness, damping, pipeline thicknesses, etc.), the FC is further constructed by integrating these uncertain parameters. A penalisation procedure is proposed to set to zero the variables of little influence in the ...
    • Relation:
      info:eu-repo/grantAgreement//755439/EU/New Approach to Reactor Safety ImprovementS/NARSIS
    • الرقم المعرف:
      10.5194/nhess-20-1267-2020
    • الدخول الالكتروني :
      https://brgm.hal.science/hal-02281366
      https://brgm.hal.science/hal-02281366v1/document
      https://brgm.hal.science/hal-02281366v1/file/nhess-20-1267-2020.pdf
      https://doi.org/10.5194/nhess-20-1267-2020
    • Rights:
      https://creativecommons.org/licenses/by/4.0/ ; info:eu-repo/semantics/OpenAccess
    • الرقم المعرف:
      edsbas.5E6A75FA