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...
| 出版年: | Earthquake engineering & structural dynamics. 35, 8 (2006). |
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| 第一著者: | |
| フォーマット: | 論文 |
| 言語: | English |
| 主題: |