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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.76 No.5
- 발행연도
- 2020.1
- 수록면
- 663 - 674 (12page)
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초록· 키워드
오류제보하기
In this study, partially restrained beam-column moment joints in the weak-axis direction were examined using three large-scale specimens subject to cyclic loading in order to assess the seismic resistance of the joints of low-rise steel structures and to propose joint details based on the test results. The influence of different number of bolts on the moment joints was thoroughly investigated. It was found that the flexural capacity of the joints in the direction of weak axis was highly dependent on the number of high-tension bolts. In addition, even though the flexural connections subjected to cyclic loading was perfectly designed in accordance with current design codes, severe failure mode such as block shear failure could occur at beam flange. Therefore, to prevent excessive deformation at bolt holes under cyclic loading conditions, the holes in beam flange need to have larger bearing capacity than the required tensile force. In particular, if the thickness of the connecting plate is larger than that of the beam flange, the bearing capacity of the flange should be checked for structural safety.
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참고문헌 (22)
참고문헌 신청
2001 / ACI T1.1-01, Acceptance criteria for moment frames based on structural testing / American Concrete Institute
American Institute of Steel Construction / 2011 / Manual of Steel Construction / AISC
2010 / ANSI/AISC 341-10, Seismic provisions for structural steel buildings / American Institute of Steel Construction
2016 / ANSI/AISC 360-16, Specification for structural steel buildings / American Institute of Steel Construction
2016 / ASTM E8 / E8M-16a, Standard test methods for tension testing of metallic materials / ASTM International
American Institute of Steel Construction / 2011 / Manual of Steel Construction / AISC
2010 / ANSI/AISC 341-10, Seismic provisions for structural steel buildings / American Institute of Steel Construction
2016 / ANSI/AISC 360-16, Specification for structural steel buildings / American Institute of Steel Construction
2016 / ASTM E8 / E8M-16a, Standard test methods for tension testing of metallic materials / ASTM International
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