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안주옥,조삼원 경희대학교 산학협력기술연구원 2004 산학협력기술연구논문집 Vol.10 No.1
As usual, the beam-to-column connection in the structural analysis of steel frame structure is idealized as fully rigid or ideally pinned. However, since the behavior of real beam-to-column connection is intermediate between fully rigid and ideally pinned, the behavior of idealized model may not agree with real behavior. In this study, the fixity factor that Monforton-Wu suggested is used. In order to represent the feature of semi-rigid joint, a numerical analysis program is implemented in the software package MA TLAB as fixity factor is assumed with respect to rotational stiffness for connection types.