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자료유형
학술저널
저자정보
Campione, Giuseppe (Department of Civil, Environmental, Aerospace and Material Engineering [DICAM] - University of Palermo) Cannella, Francesco (Department of Civil, Environmental, Aerospace and Material Engineering [DICAM] - University of Palermo) Cavaleri, Liborio (Department of Civil, Environmental, Aerospace and Material Engineering [DICAM] - University of Palermo) Monaco, Alessia (Department of Civil, Environmental, Aerospace and Material Engineering [DICAM] - University of Palermo)
저널정보
테크노프레스 Structural engineering and mechanics : An international journal Structural engineering and mechanics : An international journal 제66권 제4호
발행연도
2018.1
수록면
531 - 542 (12page)

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In this paper an analytical model in a closed form able to reproduce the monotonic flexural response of external RC beam-column joints with smooth rebars is presented. The column is subjected to a constant vertical load and the beam to a monotonically increasing lateral force applied at the tip. The model is based on the flexural behavior of the beam and the column determined adopting a concentrated plasticity hinge model including slippage of the main reinforcing bars of the beam. A simplified bilinear moment-axial force domain is assumed to derive the ultimate moment associated with the design axial force. For the joint, a simple truss model is adopted to predict shear strength and panel distortion. Experimental data recently given in the literature referring to the load-deflection response of external RC joints with smooth rebars are utilized to validate the model, showing good agreement. Finally, the proposed model can be considered a useful instrument for preliminary static verification of existing external RC beam-column joints with smooth rebars for both strength and ductility verification.

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