반복 수평력을 받는 철골 브레이스재의 역학적 거동에 관한 연구 ( A Study on Structural Behavior of Steel Brace Subjected to Cycle Load )

A brace has been used generally as a registance element of lateral load. In many practical braced frame, the brace is used at the fixed end. The parameter of these experimental specimens is slenderness ratio at fixed end steel brace. The purpose of this paper is to propose its maximum critical axial load, load variation and increase for deflection according to extention of plastic zone.