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 )
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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.