On the use of nonlinear soil models
By: Albert T.F. Chen
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Abstract
The basic definitions of, and the differences between, currently available soil models are reviewed. These models are applied to site response analyses where two depths and two levels of base input motion are considered. Computational results are presented and compared with regard to the effects of using different soil models on computed site response. Other implications resulting from the choice of soil model for seismic response analysis are also discussed.
| Publication type | Conference Paper |
|---|---|
| Publication Subtype | Conference Paper |
| Title | On the use of nonlinear soil models |
| Year Published | 1981 |
| Language | English |
| Publisher | International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics |
| Description | 6 p. |
| Larger Work Type | Conference Paper |
| Larger Work Subtype | Conference Paper |
| Larger Work Title | Proceedings: First International Conference on Recent Advances in Geochemical Earthquake Engineering and Soil Dynamics |
| First page | 435 |
| Last page | 440 |
| Conference Title | 1981 - First International Conference on Recent Advances in Geotechnical Earthquake Engineering & Soil Dynamics |
| Conference Location | St. Louis, MO |
| Conference Date | April 26-May 3, 1981 |
| Google Analytic Metrics | Metrics page |