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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.28 No.6
- 발행연도
- 2018.1
- 수록면
- 767 - 778 (12page)
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초록· 키워드
오류제보하기
The purpose of this study is to investigate how a fully restrained bolted beam splice affects the connection behavior as a column-tree connection in steel special moment frames under cyclic loading when located within the plastic hinge zone. The impacts of this attachment in protected zone are observed by using nonlinear finite element analyses. This type of splice connection is designed as slip-critical connection and thereby, the possible effects of slippage of the bolts due to a possible loss of pretension in the bolts are also investigated. The 3D models with solid elements that have been developed includes three types of connections which are the connection having fully restrained beam splice located in the plastic hinge location, the connection having fully restrained beam splice located out of the plastic hinge and the connection without beam splice. All connection models satisfied the requirement for the special moment frame connections providing sufficient flexural resistance, determined at column face stated in AISC 341-16. In the connection model having fully restrained beam splice located in the plastic hinge, due to the pretension loss in the bolts, the friction force on the contact surfaces is exceeded, resulting in a relative slip. The reduction in the energy dissipation capacity of the connection is observed to be insignificant. The possibility of the crack occurrence around the bolt holes closest to the column face is found to be higher for the splice connection within the protected zone.
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참고문헌 (22)
참고문헌 신청
ABAQUS / 2017 / Analysis User's Guide / Hibbit, Karlsson, and Sorenson, Inc
ABAQUS / 2017 / Getting Started with ABAQUS: Interactive Edition / Hibbit, Karlsson, and Sorenson, Inc
AISC / 2016 / ANSI/AISC 341-16, Seismic provisions for structural steel buildings / American Institute of Steel Construction Inc
AISC / 2016 / ANSI/AISC 358-16, Prequalified connections for special and intermediate steel moment frames for seismic applications / American Institute of Steel Construction Inc
AISC / 2016 / ANSI/AISC 360-16, Specification for structural steel buildings / American Institute of Steel Construction Inc
ABAQUS / 2017 / Getting Started with ABAQUS: Interactive Edition / Hibbit, Karlsson, and Sorenson, Inc
AISC / 2016 / ANSI/AISC 341-16, Seismic provisions for structural steel buildings / American Institute of Steel Construction Inc
AISC / 2016 / ANSI/AISC 358-16, Prequalified connections for special and intermediate steel moment frames for seismic applications / American Institute of Steel Construction Inc
AISC / 2016 / ANSI/AISC 360-16, Specification for structural steel buildings / American Institute of Steel Construction Inc
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