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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.39 No.2
- 발행연도
- 2021.1
- 수록면
- 135 - 148 (14page)
이용수
초록· 키워드
오류제보하기
Hollow structural section (HSS) columns have been increasingly popular due to their structural and architectural merits. However, practical difficulty lies in developing proper connections. The through-diaphragm connections are considered as suitable connection type that is widely adopted in Asian countries. However, the stress concentration occurs at the location connecting through-diaphragm and steel beam. Furthermore, the actual load path from the beam flange is not uniformly transferred to the HSS column as conventionally assumed. In this paper, tensile tests were further conducted on three additional specimens with beam flange plate to evaluate the load versus displacement response. The load-displacement curves, yield and ultimate capacity, ductility ratio were obtained. Furthermore, the strain development at different loading levels was discussed comprehensively. It is shown that the studied connection configuration significantly reduces the stress concentration. Meanwhile, simplified trilinear load-displacement analytical model for specimen under tensile load was presented. Good agreement was found between the theoretical and experimental results.
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참고문헌 (42)
참고문헌 신청
Hossein Agheshlui / 2017 / Anchored blind bolted composite connection to a concrete filled steel tubular column / Steel and Composite Structures, An International Journal 23(1):115~130
Mohammad Mehdi Ahmadi / 2019 / Experimental studies on through-plate moment connection for beam to HSS/CFT column / Journal of Constructional Steel Research 161:154~170
2002 / AIJ-2002 AIJ Standard for Design of Steel Structures / Architectural Institute of Japan
2016 / ANSI/AISC 341-16 Seismic provisions for structural steel buildings / American Institute of Steel Construction, Inc
H. AlHendi / 2015 / Behavior of reverse-channel and double-reverse-channel connections to tubular columns with HSS / Journal of Constructional Steel Research 112:271~281
Mohammad Mehdi Ahmadi / 2019 / Experimental studies on through-plate moment connection for beam to HSS/CFT column / Journal of Constructional Steel Research 161:154~170
2002 / AIJ-2002 AIJ Standard for Design of Steel Structures / Architectural Institute of Japan
2016 / ANSI/AISC 341-16 Seismic provisions for structural steel buildings / American Institute of Steel Construction, Inc
H. AlHendi / 2015 / Behavior of reverse-channel and double-reverse-channel connections to tubular columns with HSS / Journal of Constructional Steel Research 112:271~281
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