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      Non-stochastic interval factor method-based FEA for structural stress responses with uncertainty

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      https://www.riss.kr/link?id=A103565416

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      다국어 초록 (Multilingual Abstract)

      The goal of this study is to evaluate behavior uncertainties of structures by using interval finite element analysis based on interval factor method as a specific non-stochastic tool. The interval finite element method, i.e., interval FEM, is a finite element method that uses interval parameters in situations where it is not possible to get reliable probabilistic characteristics of the structure. The present method solves the uncertainty problems of a 2D solid structure, in which structural characteristics are assumed to be represented as interval parameters. An interval analysis method using interval factors is applied to obtain the solution. Numerical applications verify the intuitive effectiveness of the present method to investigate structural uncertainties such as displacement and stress without the application of probability theory.
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      The goal of this study is to evaluate behavior uncertainties of structures by using interval finite element analysis based on interval factor method as a specific non-stochastic tool. The interval finite element method, i.e., interval FEM, is a finite...

      The goal of this study is to evaluate behavior uncertainties of structures by using interval finite element analysis based on interval factor method as a specific non-stochastic tool. The interval finite element method, i.e., interval FEM, is a finite element method that uses interval parameters in situations where it is not possible to get reliable probabilistic characteristics of the structure. The present method solves the uncertainty problems of a 2D solid structure, in which structural characteristics are assumed to be represented as interval parameters. An interval analysis method using interval factors is applied to obtain the solution. Numerical applications verify the intuitive effectiveness of the present method to investigate structural uncertainties such as displacement and stress without the application of probability theory.

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      참고문헌 (Reference)

      1 Samis, M., "Using Monte Carlo simulation with DCF and real options risk pricing techniques to analyse a mine financing proposal" 1 (1): 264-281, 2014

      2 Belblidia, F., "Topology optimization of plate structures using a single-or three-layered artificial material model" 32 (32): 159-168, 2015

      3 이동규, "Topological optimized design considering dynamic problem with non-stochastic structural uncertainty" 국제구조공학회 36 (36): 79-94, 2010

      4 Seyed Mahmoud Hosseini, "Stochastic analysis of elastic wave and second sound propagation in media with Gaussian uncertainty in mechanical properties using a stochastic hybrid mesh-free method" 국제구조공학회 49 (49): 41-64, 2014

      5 Modares, M., "Static analysis of uncertain structures using interval eigenvalue decomposition" REC 2008

      6 Lee, D. K., "Real-time response assessment in steel frame remodeling using positionadjustment drift-curve formulations" 62 : 57-65, 2016

      7 Zuguang Ying, "Probabilistic analysis of micro-film buckling with parametric uncertainty" 국제구조공학회 50 (50): 697-708, 2014

      8 Lee, D. K., "Nonlinear pushover analysis of concrete column reinforced by multi-layered, high strength steel UL700 plates" 90 : 1-14, 2015

      9 이동규, "Non-stochastic interval arithmetic-based finite element analysis for structural uncertainty response estimate" 국제구조공학회 29 (29): 469-488, 2008

      10 Ramli, S. N. M., "Neumann series on the recursive moments of copula-dependent aggregate discounted claims" 2 (2): 195-210, 2014

      1 Samis, M., "Using Monte Carlo simulation with DCF and real options risk pricing techniques to analyse a mine financing proposal" 1 (1): 264-281, 2014

      2 Belblidia, F., "Topology optimization of plate structures using a single-or three-layered artificial material model" 32 (32): 159-168, 2015

      3 이동규, "Topological optimized design considering dynamic problem with non-stochastic structural uncertainty" 국제구조공학회 36 (36): 79-94, 2010

      4 Seyed Mahmoud Hosseini, "Stochastic analysis of elastic wave and second sound propagation in media with Gaussian uncertainty in mechanical properties using a stochastic hybrid mesh-free method" 국제구조공학회 49 (49): 41-64, 2014

      5 Modares, M., "Static analysis of uncertain structures using interval eigenvalue decomposition" REC 2008

      6 Lee, D. K., "Real-time response assessment in steel frame remodeling using positionadjustment drift-curve formulations" 62 : 57-65, 2016

      7 Zuguang Ying, "Probabilistic analysis of micro-film buckling with parametric uncertainty" 국제구조공학회 50 (50): 697-708, 2014

      8 Lee, D. K., "Nonlinear pushover analysis of concrete column reinforced by multi-layered, high strength steel UL700 plates" 90 : 1-14, 2015

      9 이동규, "Non-stochastic interval arithmetic-based finite element analysis for structural uncertainty response estimate" 국제구조공학회 29 (29): 469-488, 2008

      10 Ramli, S. N. M., "Neumann series on the recursive moments of copula-dependent aggregate discounted claims" 2 (2): 195-210, 2014

      11 Baricz, A., "Neumann series of bessel functions" 23 (23): 529-438, 2012

      12 Juan, C. A. Z., "Monte Carlo approximate tensor moment simulations" Henley Business School, University of Reading 2014

      13 Wang, C., "Modified perturbation method for eigenvalues of structure with interval parameters" 58 (58): 1-9, 2015

      14 Moore, R.E., "Methods and applications of interval analysis" SIAM Studies in Applied Mathematics 1979

      15 Alefeld, G., "Introductions to Interval Computations" Academic Press 1983

      16 Chen, S. H., "Interval finite element method for beam structures" 34 (34): 75-88, 2000

      17 Gao, W., "Interval finite element analysis using interval factor method" 39 (39): 709-717, 2007

      18 Rump, S. M., "Interval arithmetic over finitely many endpoints" 52 (52): 1059-1075, 2012

      19 Lee, D. K., "High tensile UL700 frame module with adjustable control of length and angle" 106 : 246-257, 2015

      20 Modares, M., "Dynamic analysis of structures with interval uncertainty" 140 (140): 04013011-, 2014

      21 Rao, S. S., "Analysis of Uncertain Structural Systems Using Interval Analysis" 35 (35): 727-735, 1997

      22 Lee, D. K., "Advanced high strength steel tube diagrid using TRIZ and nonlinear pushover analysis" 96 : 151-158, 2014

      23 이동규, "Additive 2D and 3D performance ratio analysis for steel outrigger alternative design" 국제구조공학회 20 (20): 1133-1153, 2016

      24 Galal, O.H., "A proposed stochastic finite difference approach based on homogeneous chaos expansion" 2014

      25 Koyluoglu, H. U., "A comparison of stochastic and interval finite elements applied to shear frames with uncertain stiffness properties" 67 (67): 91-98, 1998

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      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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