반복 수평력을 받는 철골 브레이스 골조의 역학적 거동에 관한 연구(I) - Z,X형 브레이스 골조의 실험 ( A Study on Structural Behavior of Braced Frame Subjected to Cyclic Lateral Load )

The behavior of braced frame is differentiated from the type of brace disposition, the slenderness ratio and the section shape of brace, the relative stiffness among individual members, and the fixed end. The parameters of this experimental specimens are the type of brace disposition, the slenderness ratio of brace, and the relative stiffness of beam to column. The specimens are the Rahmens, the Z-type braced frames, ahd X-type braced frames scaled down. The purpose of this paper is to reveal its structural behavior with the specimen subjected to cyclic lateral load.