Modal identification of structures from ambient vibration, free vibration and seismic response data via a subspace approach.
This work presents a unified procedure for determining the natural frequencies, modal damping ratios and modal shapes of a structure from its ambient vibration, free vibration and earthquake response data. To evaluate the coefficient matrices of a state space model, the proposed procedure applies a...
| Publicat a: | Earthquake engineering & structural dynamics. 30, 12 (2001). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
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