A practical method to transform frequency dependent impedance to time domain.
In order to perform time history earthquake response analyses with consideration to both the dynamic soil?structure interaction and the non-linear behaviour of the structure, it is important to transform the soil impedance in the frequency domain to the impulse response in the time domain. In this p...
| Pubblicato in: | Earthquake engineering & structural dynamics. 35, 2 (2006). |
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| Autore principale: | |
| Natura: | Articolo |
| Lingua: | English |
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