Comparative response assessment of minimally compliant low-rise conventional and base-isolated steel frames.
In this study, the multi-intensity seismic response of code-designed conventional and base-isolated steel frame buildings is evaluated using nonlinear response history analysis. The results of hazard and structural response analysis for three-story braced frame buildings are presented in this paper....
| Publicado en: | Earthquake engineering & structural dynamics. 40, 10 (2011). |
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| Autor Principal: | |
| Formato: | Artigo |
| Idioma: | English |
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