Inelastic deformation response of SDOF systems subjected to earthquakes.
Performance based seismic design requires reliable methods to predict earthquake demands on structures, and particularly inelastic deformations, to ensure that specific damage based criteria are met. Several methods based on the response of equivalent linear single degree of freedom (SDOF) systems h...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 31, 3 (2002). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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