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Uncertainty in Soil-Structure Interaction Analysis of a Nuclear Power Plant Due to Different Analytical Techniques

机译:不同分析技术对核电厂土 - 结构相互作用分析的不确定性

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This paper summarizes the results of the dynamic response analysis of the Zion reactor containment building using three different soil-structure interaction (SSI) analytical procedures which are: the substructure method, CLASSI; the equivalent linear finite element approach, ALUSH; and the nonlinear finite element procedure, DYNA3D. Uncertainties in analyzing a soil-structure system due to SSI analysis procedures were investigated. Responses at selected locations in the structure were compared through peak accelerations and response spectra. (ERA citation 09:030956)

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