Seismic Fragility Analysis of a Condensate Storage Tank with Age-Related Degradations

Nie, J.¹  Braverman, J.¹  Hofmayer, C¹  Choun, Y-S² 

[1] Brookhaven National Lab. (BNL), Upton, NY (United States);Brookhaven National Lab. (

关键词: Age-related degradations;    seismic probabilistic risk assessment;    seismic fragility analysis;   

DOI  :  10.2172/1169547
RP-ID  :  BNL--95030-2011
PID  :  OSTI ID: 1169547
Others  :  R&D Project: 87014
Others  :  Other: 600301020

学科分类：工程和技术（综合）

美国|英语

来源: SciTech Connect

【 摘 要 】

The Korea Atomic Energy Research Institute (KAERI) is conducting a five-year research project to develop a realistic seismic risk evaluation system which includes the consideration of aging of structures and components in nuclear power plants (NPPs). The KAERI research project includes three specific areas that are essential to seismic probabilistic risk assessment (PRA): (1) probabilistic seismic hazard analysis, (2) seismic fragility analysis including the effects of aging, and (3) a plant seismic risk analysis. Since 2007, Brookhaven National Laboratory (BNL) has entered into a collaboration agreement with KAERI to support its development of seismic capability evaluation technology for degraded structures and components. The collaborative research effort is intended to continue over a five year period. The goal of this collaboration endeavor is to assist KAERI to develop seismic fragility analysis methods that consider the potential effects of age-related degradation of structures, systems, and components (SSCs). The research results of this multi-year collaboration will be utilized as input to seismic PRAs. This report describes the research effort performed by BNL for the Year 4 scope of work. This report was developed as an update to the Year 3 report by incorporating a major supplement to the Year 3 fragility analysis. In the Year 4 research scope, an additional study was carried out to consider an additional degradation scenario, in which the three basic degradation scenarios, i.e., degraded tank shell, degraded anchor bolts, and cracked anchorage concrete, are combined in a non-perfect correlation manner. A representative operational water level is used for this effort. Building on the same CDFM procedure implemented for the Year 3 Tasks, a simulation method was applied using optimum Latin Hypercube samples to characterize the deterioration behavior of the fragility capacity as a function of age-related degradations. The results are summarized in Section 5 and Appendices G through I.