Estimate of input energy for elasto-plastic SDOF systems during earthquakes based on discrete wavelet coefficients.
The response of an elasto-plastic single degree of freedom (SDOF) system to ground motion is estimated based on wavelet coefficients calculated by discrete wavelet transform. Wavelet coefficients represent both the time and frequency characteristics of input ground motion, and thus can be considered...
| Argitaratua izan da: | Earthquake engineering & structural dynamics. 34, 15 (2005). |
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| Egile nagusia: | |
| Formatua: | Artikulua |
| Hizkuntza: | English |
| Gaiak: |