반복하중을 받는 볼트 접합된 외부 보-기둥 접합부의 성능

This paper persents an experimental investigation on the cyclic behavior of steel assemblages with fixed, semi-rigid and flexible connections. The studies consisted of subjecting three connection assemblages to an increasing level of large cyclic rotations until failure occurred. The main objectives of the experimental studies were to directly compare performance of connections. The result of this study show that semi-rigid connection was developed about 38% of rigid connection for initial rotational stiffness, and simple connection about 4.3%. Also, the hysteretic energy dissipation capabilities of the connections were determined, and the mechanism of failure was identified. Test observations show that the stiffness of weld connection is not fully rigidity, whereas for angle connection, it is not ignorable.