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...
| 出版年: | Earthquake engineering & structural dynamics. 30, 3 (2001). |
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| 第一著者: | |
| フォーマット: | 論文 |
| 言語: | 英語 |
| 主題: |