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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.25 No.2
- 발행연도
- 2017.1
- 수록면
- 245 - 255 (11page)
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초록· 키워드
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The performance of an Industrialised Building System (IBS) consists of prefabricated reinforced concrete components, is greatly affected by the behaviour of the connection between beam and columns. The structural characteristics parameters of a beam-to-column connection like rotational stiffness, strength and ductility can be explained by load-rotation relationship of a full scale H-subframe under gravitational load. Furthermore, the connection’s degree of rigidity directly influences the behaviour of the whole frame. In this research, rotational behaviour of a patented innovative beam-to-column connection with unique benefits like easy installation, no wet work, no welding work at assembly site, using a hybrid behaviour of steel and concrete, easy replacement ability, and compatibility with architecture was investigated. The proposed IBS beam-to-column connection includes precast concrete components with embedded steel end connectors. Two full-scale H-subframes constructed with a new IBS and conventional cast in-situ reinforced concrete system beam-to-column connections were tested under incremental static loading. In this paper, load-rotation relationship and ratio of the rigidity of IBS beam-to-column connection are studied and compared with conventional monolithic reinforced concrete connection. It is concluded that this new IBS beam-to-column connection benefits from more rotational ductility than the conventional reinforced concrete connection. Furthermore, the semi-rigid IBS connection rigidity ratio is about 44% of a full rigid connection.
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참고문헌 (30)
참고문헌 신청
2014 / ACI318-14, Building Code Requirements for Structural Concrete and Commentary / American Concrete Institute
1964 / ACI-ASCE Committee 512, Suggested design of joints and connections in precast structural concrete / J. Struct. Div :175~190
Bhatt, P. / 1985 / Tests on improved beam-to-column connections for precast concrete / ACI Journal 82(6):835~843
Cheok, G. S. / 1991 / Performance of precast concrete beam-to-column connections subject to cyclic loading / PCI Journal 36(3):56~67
Cheok, G. S. / 1993 / Model precast concrete beam-to-column connections subject to cyclic loading / PCI Journal 38(4):80~92
1964 / ACI-ASCE Committee 512, Suggested design of joints and connections in precast structural concrete / J. Struct. Div :175~190
Bhatt, P. / 1985 / Tests on improved beam-to-column connections for precast concrete / ACI Journal 82(6):835~843
Cheok, G. S. / 1991 / Performance of precast concrete beam-to-column connections subject to cyclic loading / PCI Journal 36(3):56~67
Cheok, G. S. / 1993 / Model precast concrete beam-to-column connections subject to cyclic loading / PCI Journal 38(4):80~92
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