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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.55 No.4
- 발행연도
- 2015.1
- 수록면
- 743 - 763 (21page)
이용수
초록· 키워드
오류제보하기
Connections are usually designed either as pinned usually associated with simple construction or rigid normally is associated with continuous construction. However, the actual behaviour falls in between these two extreme cases. The use of partial strength or semi-rigid connections has been encouraged by Euro-code 3 and studies on semi-continuous construction have shown substantial savings in steel weight of the overall construction. Composite connections are proposed in this paper as partial or full strength connections. Standardized connection tables are developed based on checking on all possible failure modes as suggested by “component method” for beam-to-column composite connection on major axis. Four experimental tests were carried out to validate the proposed standardised connection table. The test results showed good agreement between experimental and theoretical values with the ratio in the range between 1.06 to 1.50. All tested specimens of the composite connections showed ductile type of failure with the formation of cracks occurred on concrete slab at maximum load. No failure occurred on the Trapezoidal Web Profiled Steel Section as beam and on the British Section as column.
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참고문헌 (30)
참고문헌 신청
Bose, B. / 1993 / Tests to verify the performance of standard ductile connections
2000 / Structural Use of Steelwork in Building Part 1: Code of Practice for Design – Rolled and Welded Sections / British Standards Institute BS 5950-1, British Standards Institution
1990 / Design of simple and continuous composite beams / British Standards Institute BS 5950 Part 3, Section 3.1, British Standards Institute
1997 / Structural use of concrete. Part 1: Code of practice for design and construction / British Standards Institution BS 8110, British Standards Institution
Chen, W. F. / 1989 / Semi-rigid steel beam-to-column connections: database and modelling / J. Struct. Eng 115(1):105~119
2000 / Structural Use of Steelwork in Building Part 1: Code of Practice for Design – Rolled and Welded Sections / British Standards Institute BS 5950-1, British Standards Institution
1990 / Design of simple and continuous composite beams / British Standards Institute BS 5950 Part 3, Section 3.1, British Standards Institute
1997 / Structural use of concrete. Part 1: Code of practice for design and construction / British Standards Institution BS 8110, British Standards Institution
Chen, W. F. / 1989 / Semi-rigid steel beam-to-column connections: database and modelling / J. Struct. Eng 115(1):105~119
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