Evaluation of Seismic Soil Response Using Stochastic Linearization

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by Jeen-Shang Lin, Univ of Pittsburgh, Pittsburgh, United States,

Document Type: Proceeding Paper

Part of: Probabilistic Mechanics and Structural and Geotechnical Reliability:

Abstract: This paper discusses the use of stochastic linearization to non-degrading soils. First, the Bouc-Wen model parameters are reviewed. Monte Carlo simulation results are compared with the results based upon Wen-Baber approach in which the parameter n is less than 1. The implications of the difference in an endocronic model and a kinematic work-hardening model is also touched upon.

Subject Headings: Linear functions | Stochastic processes | Seismic tests | Seismic effects | Kinematics | Parameters (statistics) | Monte Carlo method | Soil mechanics | Europe | Monaco | Monte Carlo

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