Free vibration analysis of a three dimensional soil structure system.
A procedure which involves a non-linear eigenvalue problem and is based on the substructure method is proposed for the free vibration analysis of a soil structure system. In this procedure, the structure is modelled by the standard finite element method, while the unbounded soil is modelled by the s...
| Publié dans: | Earthquake engineering & structural dynamics. 30, 1 (2000). |
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| Auteur principal: | |
| Format: | Article |
| Langue: | English |
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