Effects of torsion on the behavior of peripheral steel-braced frame systems.
In this study, the torsional response of buildings with peripheral steel-braced frame lateral systems is evaluated. A three-dimensional model of a three story braced frame with various levels of eccentricity is created and the effects of torsion on the seismic response is assessed for four hazard le...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 40, 5 (2011). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
| Предметы: |