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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2015.1
- 수록면
- 23 - 31 (9page)
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초록· 키워드
오류제보하기
CFST columns are structurally superior because the concrete inside the steel tubes prevents local buckling at the tubes and the tubes confine the concrete. And, the thickness of steel tube in CFST column has been thinner with development of high-strengh steel. The thinner the steel tube of a square CFST column is, the more local buckling is likely to occur. For this reason, we developed welded built-up square steel tube with stiffeners which are placed at the center of the tube width acts as an anchor. In this study, we conduct experimental test for three specimens of the 4m long span welded built-up square CFT column with parameters of L/D and D/t. And, the test results were compared with the analysis results by M-${\phi}$-P Program.
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등록된 정보가 없습니다.
참고문헌 (13)
참고문헌 신청
Kim, J. M / 1991 / High school math formula book / Jung-ang academic institute
Park, J. W. / 2005 / Advanced Analysis of Connections to Concrete-Filled Steel Tube Columns using the 2005 AISC Specification / J. Korean Soc. Adv. Comp. Struc 3(3):9~21
Seon, W. H. / 2011 / Development of A Component and Advanced Model for The Smart PR-CFT Connection Structure / J. Korean Soc. Adv. Comp. Struc 2(4):1~10
Ellobody, E. / 2007 / Nonlinear behavior of concrete-filled stainless steel stiffened slender tube columns / Thin-Walled Structures 45:259~273
Ge, H. / 1992 / Strength of Concrete-Filled Thin-Walled Steel Box Columns:Experiment / Journal of Structural Engineering 64(11):3036~3054
Park, J. W. / 2005 / Advanced Analysis of Connections to Concrete-Filled Steel Tube Columns using the 2005 AISC Specification / J. Korean Soc. Adv. Comp. Struc 3(3):9~21
Seon, W. H. / 2011 / Development of A Component and Advanced Model for The Smart PR-CFT Connection Structure / J. Korean Soc. Adv. Comp. Struc 2(4):1~10
Ellobody, E. / 2007 / Nonlinear behavior of concrete-filled stainless steel stiffened slender tube columns / Thin-Walled Structures 45:259~273
Ge, H. / 1992 / Strength of Concrete-Filled Thin-Walled Steel Box Columns:Experiment / Journal of Structural Engineering 64(11):3036~3054
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