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NTIS 바로가기韓國鋼構造學會 論文集 = Journal of Korean Society of Steel Construction, v.20 no.3 = no.94, 2008년, pp.445 - 454
오상훈 (부산대학교 건축학부) , 김영주 (고려대학교 건축.사회환경공학과 BK21)
Based on previous research on steel moment connections, experimental and analytical results showed that the deformation capacity was poor in specimens using RHS columns and with conventional weld access holes and strain concentration at the end of beam is influenced by the efficiency in transmitting...
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Steel Design Guide Series 12. (1999). Modification of existing welded steel moment frame connections for seismic resistance, AISC
Y.J. Kim, S.H. Oh and T.S. Moon. (2004). Seismic behavior and retrofit of steel moment connections considering slab effects. Eng. Struct., 26(13), pp. 1993-2005
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K. Okada, S.H. Oh and S. Yamada. (2003). Effect of joint efficiency at beam-to-column connection on ductility capacity of composite beams. J. Struct. Constr. Eng., AIJ, 573(11), pp. 185-192
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