프리캐스트 보-기둥 접합부의 접합방식에 따른 골조의 거동

Abstract

This study suggested an integrated evaluation method for generalization of behavior characteristic of pc beam column connection by connection details. For Quantified assessment based features of behavior and destruction mechanism upon connection details, this study suggested a deformation contribution, which is able to grasp difference of displacement response in each element of connection and interfacial members, as an evaluation methodology. And investigate the difference between behaviors of Ductile and Strong frame, non-linear time history analysis conducted by Perform 3D.