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...
| Julkaisussa: | Earthquake engineering & structural dynamics. 40, 5 (2011). |
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| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
| Aiheet: |