A new method for non-stationary random critical excitation.
Since earthquake ground motions are very uncertain even with the present knowledge, it is desirable to develop a robust structural design method taking into account these uncertainties. Critical excitation approaches are promising and a new non-stationary random critical excitation method is propose...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 30, 4 (2001). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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