A fundamental dual-zone continuum theory for dynamic soil-structure interaction.
A continuum theory for an improved characterization of dynamic soil structure interaction in the framework of three-dimensional elastodynamics is presented. Effective in demonstrating the importance of integrating free-field and near field effects under general soil and foundation conditions, a comp...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 40, 9 (2011). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
| Предметы: |