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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.27 No.6
- 발행연도
- 2018.1
- 수록면
- 675 - 689 (15page)
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초록· 키워드
오류제보하기
Buckling-restrained braces (BRBs) have received considerable attention in seismic design of various types of structures. Conventional BRBs are composed of steel core and surrounding steel tube filled with concrete. Eliminating the steel tube can be advantageous to BRB. In this study the idea of replacing the steel tube by CFRP layers in BRBs is proposed. The advantages of this type of BRB are mentioned, and its design criteria are introduced. The construction procedure of two BRB specimens is described. The specimens are uniaxially tested based on moderate, and severe earthquake levels and the performance of the specimens is investigated. The backbone curves resulted from the hysteresis curve are presented for the design proposes. The results of this study show that CFRP layers can effectively provide the expected performance of the encasing, and the proposed BRB can be considered a viable alternative to the conventional BRBs.
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참고문헌 (26)
참고문헌 신청
2002 / ACI 544.1 R-96, State-of-the-Art Report on Fiber Reinforced Concrete
2008 / ACI 440.2 R-08, Building Code Requirements for Structural Concrete
2014 / ACI 318, Building Code Requirements for Structural Concrete / American Concrete Institute
2010 / AISC 341, Seismic provisions for structural steel buildings / American Institute of Steel Construction
2010 / ASCE 7, Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers
2008 / ACI 440.2 R-08, Building Code Requirements for Structural Concrete
2014 / ACI 318, Building Code Requirements for Structural Concrete / American Concrete Institute
2010 / AISC 341, Seismic provisions for structural steel buildings / American Institute of Steel Construction
2010 / ASCE 7, Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers
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