Simulation of structural response under high frequency ground excitation.
The structural response to high frequency ground motions is complicated due to the involvement of local mode vibration. At present such a characteristic is not well recognized and this can cause confusion over the analytical and experimental modelling of the corresponding response and damage. The fa...
| Publicat a: | Earthquake engineering & structural dynamics. 30, 3 (2001). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
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