Modelling non-linear ground response of non-liquefiable soils.
A non-linear finite element (FE) model is presented to account for soil column effects on strong ground motion. A three dimensional bounding surface plasticity model with a vanishing elastic region, appropriate for non-liquefiable soils, is formulated to accomodate the effects of plastic deformation...
| Yayımlandı: | Earthquake engineering & structural dynamics. 29, 1 (2000). |
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| Materyal Türü: | Makale |
| Dil: | English |
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