Improved methods to transform frequency-dependent complex stiffness to time domain.
A method to transform the frequency-dependent complex stiffness to the impulse response in the time domain was proposed in the previous paper. However, there is a problem in that the accuracy and the convergence of the transformed impulse response are not good in some cases. Moreover, the hysteretic...
| Publicat a: | Earthquake engineering & structural dynamics. 35, 8 (2006). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
| Matèries: |