Abstract
AbstractThe main focus of this paper was to examine some of the principal advantages and disadvantages cited for the application of seismic isolation to nuclear power facilities. This discussion is followed by an examination of the potential relative impacts on cost and schedule of a conventional fixed‐base design approach vs one based on seismic isolation. This examination considers issues associated with planning, design, operation, and decommission. Some of the challenges related to design and maintenance (during normal operations and following a significant earthquake) are then discussed, and specific research and development topics are identified that are necessary to allow seismic isolation to be pursued with confidence. Finally, overall conclusions and recommendations are offered.
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