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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2021.6
- 수록면
- 13 - 14 (2page)
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All steel buckling restrained braces provide the advantage of faster fabrication time and lighter weight compared to concrete-filled buckling restrained brace (BRB). In particular, all-steel BRB with H-Section steel core is gaining attention when large axial strength is desired. In this paper, cyclic load test and finite element study of an all-steel BRB with H-Section core named NOVEL brace is presented. The experimental result shows that the NOVEL BRB exhibited a stable hysteresis up to a core strain of 1.2% and failed by core flange local buckling that originated at the end of the projected length stiffener. Following the cyclic load test ... 전체 초록 보기
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