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NTIS 바로가기韓國鋼構造學會 論文集 = Journal of Korean Society of Steel Construction, v.18 no.5 = no.84, 2006년, pp.585 - 596
이기학 (세종대학교 건축공학과) , 우성우 ((주)한화건설 건축기술팀)
This study focuses on the seismic behavior of 3-, 9-, and 20-story steel moment resisting frame (MRF) structures designed in accordance with the 2000 International Building Code using different Response Modification factors (R factors), i.e., 8, 9, 10, 11, and 12. For a detailed case study, 30 diffe...
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