Optimal seismic design of moment resisting steel frames with hysteretic passive devices.
The effectiveness of hysteretic passive devices to protect and mitigate the response of a structure under seismic loading is well established by both analytical and experimental research. Nevertheless, a systematic and well-established methodology for the topological distribution and size of these d...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 39, 4 (2010). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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