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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.56 No.1
- 발행연도
- 2015.1
- 수록면
- 67 - 83 (17page)
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초록· 키워드
오류제보하기
The load transfer mechanism and load-bearing capacity of cast steel joints for H-shaped beam to square tube column connection are studied based on the deformation compatibility theory. Then the monotonic tensile experiments are conducted for 12 specimens about the cast steel joints for H-shaped beam to square tube column connection. The findings are that the tensile bearing capacity of the cast steel joints for beam-column connection depends on the ring of cast steel stiffener. The tensile fracture happens at the ring of the cast steel stiffener when the joint fails. The thickness of square tube column has little influence on the bearing capacity of the joint. The square tube column buckles while the joint without concrete filled, but the strength failure happens for the joint with concrete filled column. And the length of welding connection between square tube column and cast steel stiffener has little influence on the load-bearing capacity of the cast steel joint. Finally it is shown that the load-bearing capacity of the joints for H-shaped beam to concrete filled square tube column connection is larger than that of the joints for H-shaped beam to square tube column connection by 10% to 15%.
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참고문헌 (14)
참고문헌 신청
D. Dubina / 2006 / Seismic behaviour of steel beam-to-column joints with column web stiffening / Steel and Composite Structures, An International Journal 6(6):493~512
Design code / 2001 / Guide of design and construction of “HIBLADE process” of Hitachi
Han, Q. H. / 2015 / Mechanical behavior analysis of cast steel joints for H-shaped beam to square tube column
Junich Kimura / 2005 / Structural Characteristics of H-shaped Bema-to-Square Tube Column Connection with Vertical Stiffeners / International Journal of STEEL STRUCTURES 5(2):109~117
Morino, S. / 2003 / Design and construction of concrete-filled steel tube column system in Japan / Earthq. Eng. Eng. Seismol 4(1):51~73
Design code / 2001 / Guide of design and construction of “HIBLADE process” of Hitachi
Han, Q. H. / 2015 / Mechanical behavior analysis of cast steel joints for H-shaped beam to square tube column
Junich Kimura / 2005 / Structural Characteristics of H-shaped Bema-to-Square Tube Column Connection with Vertical Stiffeners / International Journal of STEEL STRUCTURES 5(2):109~117
Morino, S. / 2003 / Design and construction of concrete-filled steel tube column system in Japan / Earthq. Eng. Eng. Seismol 4(1):51~73
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