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콘크리트 충전 이중강관 합성기둥의 압축강도 = The compressive strength for concrete–filled double steel skin tubular columns

정인규 2020년

논문상세정보
인용/피인용
' 콘크리트 충전 이중강관 합성기둥의 압축강도 = The compressive strength for concrete–filled double steel skin tubular columns' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 일반 연속간행물
  • CFDST
  • cft
  • 강합성기둥
  • 콘크리트충전이중강관합성기둥
  • 콘크리트충전합성기둥
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
1,119 0

0.0%

' 콘크리트 충전 이중강관 합성기둥의 압축강도 = The compressive strength for concrete–filled double steel skin tubular columns' 의 참고문헌

  • Eurocode 4 설계기준 (Design of composite steel and concrete structures)
  • AASHTO 설계기준 (American Association of State Highway and Transportation Officials)
  • AISC설계기준 (American Institute of Steel Construction)
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    [2019]
  • 『The influence of the inner steel tube on theCompression behaviour of theConcrete filled double skin steel tube (CFDST )Columns』 Marine Structures
    66 [2019]
  • 『Performance ofConcrete-filled double-skinCircular tubes inCompression』Composite Structures 133
    [2015]
  • 『Performance ofCFDST stubColumns using high-strength steel subjected to axialCompression』 Thin-Walled Structures
    141 [2019]
  • 『Parametricstudyonthestaticcompressivebehaviourofconcrete-filled double-skin sectionsConsisting ofCorrugated plates』 Thin-WalledStructures107
    [2016]
  • 『Numerical simulation of high strengthCircular double-skinConcrete-filled steel tubular slenderColumns』 Engineering Structures
    168 ( [2018]
  • 『Nonlinear analysis of shortConcrete-filled double skin tubeColumns subjected to axialCompressive forces』 Marine Structures
    24 [2011]
  • 『Mechanical behaviour ofConcrete-filled double-skin steel tube (CFDST ) with stiffeners under axial and eccentric loading』 Thin-Walled Structures 138
    [2019]
  • 『Local-global interaction buckling of square high strengthConcrete-filled double steel tubular slender beam-columns』 Thin-Walled Structures
    143 ( [2019]
  • 『Finite element simulation ofCircular shortCFDSTColumns under axialCompression』 Structures
    20 [2019]
  • 『Finite element analysis on theCapacity ofCircularConcrete-filled double-skin steel tubular (CFDST ) stubColumns』 Engineering Structures
    72 ( [2014]
  • 『Experimental behaviour of partially loadedConcrete filled double-skin steel tube (CFDST )
    71 ( [2012]
  • 『Experimental and numerical studies of squareConcrete-filled double steel tubular shortColumns under eccentric loading』 Engineering Structures
    197 ( [2019]
  • 『Concrete-filled double skin steel tubular (CFDST )Columns subjected to long-term sustained loading』 Thin-Walled Structures
    49 ( [2011]
  • 『Concrete-filled double skin ( SHS outer andCHS inner ) steel tubular beam-columns』 Thin-Walled Structures
    42 ( [2004]
  • 『Compressive testing and numerical modelling ofConcrete-filled double skinCHS with austenitic stainless steel outer tubes』 Thin-Walled Structures
    141 ( [2019]
  • 『Compressive strength ofCircularConcrete-filled double skin tubular shortColumns』 Thin-WalledStructures77
    [2014]
  • 『Circularconcrete-filled double skin tubular shortColumns with external stainless steel tubes under axialCompression』 Thin-WalledStructures73
    [2013]
  • 『CFDST stubColumns subjected to large deformation axial loading』 Engineering Structures
    32 ( [2010]
  • 『CFDST stubColumns having outerCircular and inner square sections underCompression』 Journal ofConstructional Steel Research
    120 [2016]
  • 『Behaviour ofConcrete-filled double skin rectangular steel tubular beam–columns』 Journal ofConstructional Steel Research
    62 ( [2006]
  • 『Behaviour ofConcrete-filled double skin (CHS inner andCHS outer ) steel tubular stubColumns and beam-columns』 Journal ofConstructional Steel Research
    60 ( [2004]
  • 『Behaviour of grout-filled double skin steel tubes underCompression and bending : Experiments』 Thin-Walled Structures
    116 [2017]
  • 『Behaviour and design of squareConcrete-filled double skin tubularColumns with innerCircular tubes』 Engineering Structures
    100 ( [2015]
  • 『Behaviorofthin-walleddodecagonalsectiondoubleskinConcrete-filled steeltubularbeam-columns』 Thin-WalledStructures104
    135–143 [2016]
  • 『Behavior ofCFDST stubColumns under preload
    107 ( [2015]
  • 『Behavior andCalculation of taperedCFDSTColumns under eccentricCompression』 Journal ofConstructional Steel Research
    83 ( [2013]
  • 『AxialCompression tests on seawater and sea sandConcrete-filled double-skin stainless steelCircular tubes』 Engineering Structures
    176 [2018]
  • 『Axial strength ofConcrete-filled double skin steel tubular (CFDST )Columns with preload on steel tubes』 Thin-Walled Structures
    56 [2012]
  • 『Analytical behaviour ofConcrete-filled double skin steel tubular (CFDST ) stubColumns』
    66 ( [2010]
  • 『Analytical behaviour of taperedCFDST stubColumns under axially partialCompression』 Journal ofConstructional Steel Research
    139 ( [2017]
  • 『Analytical behavior ofCarbon steel-concrete-stainless steel double skin tube ( DST ) used in submarine pipeline structure』 Marine Structures 63
    [2019]
  • 『Analytical behavior ofCFDST stubColumns with external stainless steel tubes under axialCompression』 Thin-Walled Structures 127
    [2018]
  • 『Analytical behavior of dodecagonalConcrete-filled double skin tubular (CFDST )Columns under axialCompression』 Journal ofConstructional Steel Research 162
    105-743 [2019]
  • ⁎ 『Behaviour ofConcrete-filled Double-skin ShortColumns UnderCompression Through Finite Element Modelling : SHS Outer and SHS Inner Tubes』 Structures
    14 ( [2018]
  • double skin and double section CFST stubcolumns : Experiments and design formulations』 Journal of Constructional Steel Research
    155 [2019]
  • Xiao-LingZhao c. 『Behaviour of tapered concrete-filled double skin steel tubular ( CFDST ) stub columns』 Thin-Walled Structures
    57 ( [2012]
  • Romero a,⁎, C. Iba ez b, A. Espinos a, J.M. Portol s b, A. 『Hospitaler a. Influence of Ultra-high Strength Concrete on Circular Concrete-filled』 Dual Steel Columns
    Manuel L. Structures 9 13–20참 고 문 헌 [2017]
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