Influence of free field variability on linear soil structure interaction (SSI) by indirect integral representation.
An integral equation for the representation of the response of a structure impinged by an incident wave field including soil structure interaction is proposed. It requires the knowledge of the fundamental solution for the overall soil structure domain when a unit load is applied to the structure. Th...
| Τόπος έκδοσης: | Earthquake engineering & structural dynamics. 32, 1 (2003). |
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| Κύριος συγγραφέας: | |
| Μορφή: | Άρθρο |
| Γλώσσα: | English |
| Θέματα: |