Published 1984 | Version v1
Book

Uncertainty in soil-structure interaction analysis of a nuclear power plant due to different analytical techniques

  • 1. Lawrence Livermore National Lab., Livermore, CA

Description

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: 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: peak accelerations and response spectra

Additional details

Publishing Information

Publisher
Prentice Hall, Inc.
Imprint Place
Old Tappan, NJ (USA)
ISBN
0-13-246380-6
Imprint Title
Proceedings of the eighth world conference on earthquake engineering. Volume 3
Journal Page Range
p. 905-912.

Conference

Title
8. world conference on earthquake engineering.
Dates
21-28 Jul 1984.
Place
San Francisco, CA (USA).