Non-stationary seismic response of tanks with soil interaction by wavelets.
A wavelet based random vibration theory has been developed for the non-stationary seismic response of liquid storage tanks including soil interaction. The ground motion process has been characterized via estimates of statistical functionals of wavelet coefficients obtained from a single time history...
| Published in: | Earthquake engineering & structural dynamics. 30, 10 (2001). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
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