Risk based seismic design criteria

• Published in: Nuclear engineering and design 1999-09, Vol.192 (2), p.117-135
• Main Author: Kennedy, Robert P.
• Format: Article
• Language: English
• Subjects: Applied sciences; Building codes; Buildings. Public works; Earthquake resistance; Energy; Energy. Thermal use of fuels; Exact sciences and technology; Fission nuclear power plants; Installations for energy generation and conversion: thermal and electrical energy; Laws and legislation; Nuclear power plants (construction and construction safety); Risk assessment; Soil structure interactions; Structural design
• ISSN: 0029-5493; 1872-759X
• DOI: 10.1016/S0029-5493(99)00102-8

In order to develop a risk based seismic design criteria the following four issues must be addressed: (1) What target annual probability of seismic induced unacceptable performance is acceptable? (2) What minimum seismic margin is acceptable? (3) Given the decisions made under Issues 1 and 2, at what annual frequency of exceedance should the Safe-Shutdown-Earthquake (SSE) ground motion be defined? (4) What seismic design criteria should be established to reasonably achieve the seismic margin defined under Issue 2? The first issue is purely a policy decision and is not addressed in this paper. Each of the other three issues are addressed. Issues 2 and 3 are integrally tied together so that a very large number of possible combinations of responses to these two issues can be used to achieve the target goal defined under Issue 1. Section 2 lays out a combined approach to these two issues and presents three potentially attractive combined resolutions of these two issues which reasonably achieves the target goal. The remainder of the paper discusses an approach which can be used to develop seismic design criteria aimed at achieving the desired seismic margin defined in resolution of Issue 2. Suggestions for revising existing seismic design criteria to more consistently achieve the desired seismic margin are presented.