Identification of modal parameters of non-classically damped linear structures under multi-component earthquake loading.
A method for parametric system identification of classically damped linear system in frequency domain is adopted and extended for non-classically damped linear systems subjected up to six components of earthquake ground motions. This method is able to work in multi-input/multi-output (MIMO) case. Th...
| Publicado no: | Earthquake engineering & structural dynamics. 36, 6 (2007). |
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| Autor principal: | |
| Formato: | Artigo |
| Idioma: | English |
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