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      초기 처짐을 갖는 평면 포물선 아치의 동적 거동 = Dynamic Behavior of Plane Parabolic Arches with Initial Deflections

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      https://www.riss.kr/link?id=A100924241

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      다국어 초록 (Multilingual Abstract)

      This study aims to investigate the dynamic behaviour of a parabolic arch with initial deflection by using the elasto-plastic finite element model where the von-Mises yield criteria have been adopted. The initial deflection of arch was assumed by the high order polynomial of ${\omega}_i$ = ${\omega}_o$${(1-{(2x/L)}^m)}^n$) and the sinusoidal profile of ${\omega}_i$ = ${\omega}_o$$\sin$(n$\pi$x/L). Several numerical examples were tested considering symmetric initial deflection modes when the maximum initial deflection of an arch is fixed as L/500, L/1000, L/2000 or L/5000. The effects of polynomials order on the dynamic behavior of arch were not conspicuous. The most unfavorite dynamic response occurs when the maximum initial deflection varies from L/1000 to L/4000 if the initial deflection mode is represented by high order polynomials.
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      This study aims to investigate the dynamic behaviour of a parabolic arch with initial deflection by using the elasto-plastic finite element model where the von-Mises yield criteria have been adopted. The initial deflection of arch was assumed by the h...

      This study aims to investigate the dynamic behaviour of a parabolic arch with initial deflection by using the elasto-plastic finite element model where the von-Mises yield criteria have been adopted. The initial deflection of arch was assumed by the high order polynomial of ${\omega}_i$ = ${\omega}_o$${(1-{(2x/L)}^m)}^n$) and the sinusoidal profile of ${\omega}_i$ = ${\omega}_o$$\sin$(n$\pi$x/L). Several numerical examples were tested considering symmetric initial deflection modes when the maximum initial deflection of an arch is fixed as L/500, L/1000, L/2000 or L/5000. The effects of polynomials order on the dynamic behavior of arch were not conspicuous. The most unfavorite dynamic response occurs when the maximum initial deflection varies from L/1000 to L/4000 if the initial deflection mode is represented by high order polynomials.

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      참고문헌 (Reference)

      1 "Wind Induced Dynamic Behavior of RC cooling Tower Shell" 3 (3): 99-109, 1999

      2 "Ultimate Load Carrying Capacity of Steel Arches Journal of the structural division" 103 : 2323-2336, 1977

      3 "Numerical Bending Analysis of Arches Journal of the structural division" 108 : 849-867, 1982

      4 "Nonlinear dynamics buckling of spherical caps with initial imperfections" 12 : 49-63, 1980

      5 "In-Plane Stability of Parabolic Arches Journal of the structural division" 108 : 1982195-205.

      6 "Geometrically nonlinear finite element analysis of beams" 7 : 725-735, 1977

      7 "Finite elements in plasticity" 1980

      8 "Finite Element Analysis of Nonlinear Static and Dynamic Response International Journal for Numerical Methods in Engineering" 11 : 499-520,

      9 "Elastic Buckling of Arches under symmetric loading Journal of the structural division" 102 : 1085-1095, 1876

      10 "Effects of Partially Distributed Step Load on Dynamic Response of the Plane Circular Arches" 43 (43): 89-96, 2001

      1 "Wind Induced Dynamic Behavior of RC cooling Tower Shell" 3 (3): 99-109, 1999

      2 "Ultimate Load Carrying Capacity of Steel Arches Journal of the structural division" 103 : 2323-2336, 1977

      3 "Numerical Bending Analysis of Arches Journal of the structural division" 108 : 849-867, 1982

      4 "Nonlinear dynamics buckling of spherical caps with initial imperfections" 12 : 49-63, 1980

      5 "In-Plane Stability of Parabolic Arches Journal of the structural division" 108 : 1982195-205.

      6 "Geometrically nonlinear finite element analysis of beams" 7 : 725-735, 1977

      7 "Finite elements in plasticity" 1980

      8 "Finite Element Analysis of Nonlinear Static and Dynamic Response International Journal for Numerical Methods in Engineering" 11 : 499-520,

      9 "Elastic Buckling of Arches under symmetric loading Journal of the structural division" 102 : 1085-1095, 1876

      10 "Effects of Partially Distributed Step Load on Dynamic Response of the Plane Circular Arches" 43 (43): 89-96, 2001

      11 "Dynamic buckling of axisymmetric spherical caps with initial imperfections" 9 : 463-473, 1978

      12 "Dynamic Behavior of the Plane Circular Arches with the Shape Imperfections" 43 (43): 85-93, 2001

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
      2017-01-01 평가 우수등재학술지 선정 (계속평가)
      2015-12-02 학술지명변경 외국어명 : 미등록 -> Journal of the Korean Society of Agricultural Engineers KCI등재
      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-07 학술지명변경 한글명 : 한국농공학회지 -> 한국농공학회논문집 KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.53 0.53 0.45
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.41 0.41 0.525 0.08
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