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NTIS 바로가기한국전산구조공학회논문집 = Journal of the computational structural engineering institute of Korea, v.15 no.1, 2002년, pp.165 - 172
권민호 (정회원·경상대학교 공과대학 토목공학과) , 박문호 (정회원·경상대학교 공과대학 토목공학과) , 장준호 (정회원·계명대학교 공고대학 토목공학과) , 박순응 (정회원·경북대학교 공과대학 토목공학과)
Generally, the steel rigid frame has been analyzed using finite element analysis tools. While many efforts have been poured into the understanding and accurate prediction for the nonlinear behavior of the columns and beam-columns connections, the base of the columns are modeled as simply hinged or f...
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HKS Inc., ABAQUS, ver5.5 User's Manual, 1996
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International Conference of Building Officials, Uniform Building Code, ICBO, Whittier, Calif., 1994
Hasegawa. 'Inelastic response behavior of beam fractured steel building structure suffered from the 1995 Hyogoken-Nanbu earthquake', Journal of Structural and Cons- truction Engineering, Transactions of the AIJ, August 1997
T. Hasegawa. 'Influence of strength of column base on seismic damage of steel frames', Annals of the Building Research Institute, 1997
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