抄録
Non intersection-type beam-to-column connection of steel moment resisting frame is proposed. This connection is composed of rectangular hollow section column, wide flange section beam and rectangular hollow section bracket. In this connection, moment is transmitted from beam to column by torsion moment of bracket. In order to evaluate the structural performances of non intersection type beam-to-column connection, a series of experimental and analytical study is carried out. From both of experimental and analytical results, it is clarified that non intersection type connection behave stable even in the plastic region.
