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....
| 出版年: | Earthquake engineering & structural dynamics. 40, 10 (2011). |
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| 第一著者: | |
| フォーマット: | 論文 |
| 言語: | English |
| 主題: |