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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.80 No.4
- 발행연도
- 2021.11
- 수록면
- 433 - 442 (10page)
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초록· 키워드
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Prefabricated steel connections are one of the innovations in the area of prefabricated steel frames that have been proposed by many researchers. In beam-to-column rigid connections, joining a beam with different angles to the column is difficult so that connecting more than four beams to the box column becomes impossible. In this study, a prefabricated steel rigid connection is proposed that allows to connect beams in a rigid form with any angle to columns using a through plate panel zone system. To this aim, several analyses were performed on the proposed connection using ABAQUS. To verify the finite element (FE) results, firstly, a prefabricated steel connection was modeled in ABAQUS and the results were then compared with the experimental model. Design formulations were also presented and validated by comparing them with finite element modeling.
Afterward, the effect of different connecting angles and the number of connected beams were investigated under monotonic and cyclic loading. The results indicated that all models were able to withstand 0.04 rotation without undergoing a significant decrease in the resisting moment which demonstrates the high ductility of this connection.
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참고문헌 (38)
참고문헌 신청
Ahmadi, M. M. / 2019 / Experimental studies on through-plate moment connection for beam to HSS/CFT column / J. Constr. Steel Res 161:154~170
안형준 / 2007 / Experimental study on flexural strength of modularcomposite profile beams / Steel and Composite Structures, An International Journal 7(1):71~85
안형준 / 2008 / Experimental study on flexural strength of reinforced modular composite profiled beams / Steel and Composite Structures, An International Journal 8(4):313~328
AISC Committee / 2010 / Specification for Structural Steel Buildings (ANSI/AISC 360-10) / American Institute of Steel Construction
Brunesi, E. / 2014 / Response of partially-restrained bolted beam-to-column connections under cyclic loads / J. Constr. Steel Res 97:24~38
안형준 / 2007 / Experimental study on flexural strength of modularcomposite profile beams / Steel and Composite Structures, An International Journal 7(1):71~85
안형준 / 2008 / Experimental study on flexural strength of reinforced modular composite profiled beams / Steel and Composite Structures, An International Journal 8(4):313~328
AISC Committee / 2010 / Specification for Structural Steel Buildings (ANSI/AISC 360-10) / American Institute of Steel Construction
Brunesi, E. / 2014 / Response of partially-restrained bolted beam-to-column connections under cyclic loads / J. Constr. Steel Res 97:24~38
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