휨 항복형 철근콘크리트 전단벽의 경계요소설계를 위한 변위연성비 모델제시

논문상세정보
' 휨 항복형 철근콘크리트 전단벽의 경계요소설계를 위한 변위연성비 모델제시' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 토목역학, 토목재료
  • boundaryelement
  • curvature
  • displacementductilityratio
  • shear wall
  • 경계요소
  • 곡률
  • 변위연성비
  • 전단벽
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
692 0

0.0%

' 휨 항복형 철근콘크리트 전단벽의 경계요소설계를 위한 변위연성비 모델제시' 의 참고문헌

  • 휨 항복형 철근콘크리트 전단벽의 등가소성힌지길이 모델
    문주현 양근혁 한국구조물진단유지관리공학회 논문집 18 (2) : 1 ~ 8 [2014]
  • 장방형 철근 콘크리트 전단벽의 연성 보강
    강수민 콘크리트학회 논문집 14 (4) : 530 ~ 539 [2002]
  • Seismic Performance of Free-Edge Wall-Ends with Interlocking Spiral Reinforcement
    Kim, L. B. Seoul National University [2001]
  • Seismic Design of Reinforced Concrete and Masonry Buildings
    Paulay, T. Wiley Interscience Publication : 768 ~ [1991]
  • Seismic Behavior of Reinforced Concrete Shear Walls Subjected to High Axial Loading
    Zhang, Y. ACI Structural Journal 97 (5) : 739 ~ 749 [2000]
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    Park, R. Wiley Interscience Publication : 769 ~ [1933]
  • RC Structural Walls with Staggered Door Openings
    Ali, A. Journal of Structural Engineering 117 (5) : 1514 ~ 1531 [1991]
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    European Standard EN 1992-1-1:2004, British Standard : 225 ~ [2004]
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    Yang, K.H. [2013]
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