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Introduction of Seismic Ground Response Analysis

  • Nozomu Yoshida
Chapter
Part of the Geotechnical, Geological and Earthquake Engineering book series (GGEE, volume 36)

Abstract

Computer programs for seismic response analysis have been developed mainly in the field of structural analysis. The analysis of ground might be possible by these computer programs. However, they are not used at present. Significant difference exists in the constitutive model or stress–strain relationships. As soil shows nonlinear behavior at very small strains, a simple model such as a bilinear model is not applicable to soil. We need a computer program that is designed for the seismic ground response analysis, especially to consider stress–strain relationships and to take soil particle–water mixture into account.

Keywords

Strain Relationship Strain Model Excess Pore Water Pressure Hyperbolic Model Backbone Curve 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer Science+Business Media Dordrecht 2015

Authors and Affiliations

  • Nozomu Yoshida
    • 1
  1. 1.Department of Civil and Environment EngineeringTohoku Gakuin UniversityMiyagiJapan

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