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...
| Τόπος έκδοσης: | Earthquake engineering & structural dynamics. 36, 6 (2007). |
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| Κύριος συγγραφέας: | |
| Μορφή: | Άρθρο |
| Γλώσσα: | English |
| Θέματα: |