Quantifying uncertainties of a Soil-Foundation Structure-Interaction System under Seismic Excitation

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Description

We applied a spectrum of uncertainty quantification (UQ) techniques to the study of a two-dimensional soil-foundation-structure-interaction (2DSFSI) system (obtained from Professor Conte at UCSD) subjected to earthquake excitation. In the process we varied 19 uncertain parameters describing material properties of the structure and the soil. We present in detail the results for the different stages of our UQ analyses.

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PDF-file: 25 pages; size: 3 Mbytes

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Tong, C April 7, 2008.

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Description

We applied a spectrum of uncertainty quantification (UQ) techniques to the study of a two-dimensional soil-foundation-structure-interaction (2DSFSI) system (obtained from Professor Conte at UCSD) subjected to earthquake excitation. In the process we varied 19 uncertain parameters describing material properties of the structure and the soil. We present in detail the results for the different stages of our UQ analyses.

Physical Description

PDF-file: 25 pages; size: 3 Mbytes

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  • Report No.: LLNL-TR-402883
  • Grant Number: W-7405-ENG-48
  • DOI: 10.2172/928557 | External Link
  • Office of Scientific & Technical Information Report Number: 928557
  • Archival Resource Key: ark:/67531/metadc896720

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Creation Date

  • April 7, 2008

Added to The UNT Digital Library

  • Sept. 27, 2016, 1:39 a.m.

Description Last Updated

  • Nov. 30, 2016, 7:09 p.m.

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Tong, C. Quantifying uncertainties of a Soil-Foundation Structure-Interaction System under Seismic Excitation, report, April 7, 2008; Livermore, California. (digital.library.unt.edu/ark:/67531/metadc896720/: accessed August 19, 2017), University of North Texas Libraries, Digital Library, digital.library.unt.edu; crediting UNT Libraries Government Documents Department.