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      KCI등재 SCIE SCOPUS

      Structural modal reanalysis using automated matrix permutation and substructuring

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      https://www.riss.kr/link?id=A105960352

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      다국어 초록 (Multilingual Abstract)

      In this paper, a new efficient method for structural modal reanalysis is proposed, which can handle large finite element (FE) models requiring frequent design modifications. The global FE model is divided into a residual part not to be modified and a ...

      In this paper, a new efficient method for structural modal reanalysis is proposed, which can handle large finite element (FE) models requiring frequent design modifications. The global FE model is divided into a residual part not to be modified and a target part to be modified. Then, an automated matrix permutation and substructuring algorithm is applied to these parts independently. The reduced model for the residual part is calculated and saved in the initial analysis, and the target part is reduced repeatedly, whenever design modifications occur. Then, the reduced model for the target part is assembled with that of the residual part already saved; thus, the final reduced model corresponding to the new design is obtained easily and rapidly. Here, the formulation of the proposed method is derived in detail, and its computational efficiency and reanalysis ability are demonstrated through several engineering problems, including a topological modification.

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      참고문헌 (Reference)

      1 Givoli, D., "Which are the important modes of a subsystem?" 59 (59): 1657-1678, 2004

      2 Benfield, W. A., "Vibration analysis of structures by component mode substitution" 9 : 1255-1261, 1971

      3 Perdahcıoğlu, D., "Updating the Craig-Bampton reduction basis for efficient structural reanalysis" 85 (85): 607-624, 2011

      4 Boo, S. H., "Towards improving the enhanced Craig-Bampton method" 196 : 63-75, 2018

      5 Jian-Jun, H., "Structural modal reanalysis for large, simultaneous and multiple type modifications" 62 : 207-217, 2015

      6 Hong, S. K., "Next-generation parametric reduced-order models" 37 (37): 403-421, 2013

      7 George, A., "Nested dissection of a rectangular finite element mesh" 10 (10): 345-363, 1973

      8 Pastor, M., "Modal assurance criterion" 48 : 543-548, 2012

      9 Karypis, G., "METIS v4.0, A software package for partitioning unstructured graphs, partitioning meshes, and computing fill-reducing orderings of sparse matrices" University of Minnesota 1998

      10 한정삼, "Krylov subspace-based model order reduction for Campbell diagram analysis of large-scale rotordynamic systems" 국제구조공학회 50 (50): 19-36, 2014

      1 Givoli, D., "Which are the important modes of a subsystem?" 59 (59): 1657-1678, 2004

      2 Benfield, W. A., "Vibration analysis of structures by component mode substitution" 9 : 1255-1261, 1971

      3 Perdahcıoğlu, D., "Updating the Craig-Bampton reduction basis for efficient structural reanalysis" 85 (85): 607-624, 2011

      4 Boo, S. H., "Towards improving the enhanced Craig-Bampton method" 196 : 63-75, 2018

      5 Jian-Jun, H., "Structural modal reanalysis for large, simultaneous and multiple type modifications" 62 : 207-217, 2015

      6 Hong, S. K., "Next-generation parametric reduced-order models" 37 (37): 403-421, 2013

      7 George, A., "Nested dissection of a rectangular finite element mesh" 10 (10): 345-363, 1973

      8 Pastor, M., "Modal assurance criterion" 48 : 543-548, 2012

      9 Karypis, G., "METIS v4.0, A software package for partitioning unstructured graphs, partitioning meshes, and computing fill-reducing orderings of sparse matrices" University of Minnesota 1998

      10 한정삼, "Krylov subspace-based model order reduction for Campbell diagram analysis of large-scale rotordynamic systems" 국제구조공학회 50 (50): 19-36, 2014

      11 Kim, J. H., "Improving the accuracy of the dual Craig-Bampton method" 191 : 22-32, 2017

      12 Rubin, S., "Improved component-mode representation for structural dynamic analysis" 13 (13): 995-1006, 1975

      13 Kaplan, M. F., "Implementation of automated multi-level substructuring for frequency response analysis of structures" University of Texas at Austin, 2001

      14 Hendrickson, B, "Effective sparse matrix ordering: Just around the bend" 1997

      15 Soize, C., "Dynamic substructuring in the medium-frequency range" 41 (41): 1113-1118, 2003

      16 Craig, R. R., "Coupling of substructures for dynamic analysis" 6 (6): 1313-1319, 1968

      17 Papadimiriou, C., "Component mode synthesis technique for finite element model updating" 126 : 15-28, 2013

      18 부승환, "Automated static condensation method for local analysis of large finite element models" 국제구조공학회 61 (61): 807-816, 2017

      19 Kaveh, A, "Approximate eigensolution of locally modified regular structures using a substructuring technique" 89 (89): 529-537, 2011

      20 Boo, S. H., "An iterative algebraic dynamic condensation method and its performance" 182 : 419-429, 2017

      21 Bennighof, J. K., "An automated multilevel substructuring method for eigenspace computation in linear elastodynamics" 25 (25): 2084-2106, 2004

      22 Leung, Y. T., "An accurate method of dynamic substructuring with simplified computation" 14 (14): 1241-1256, 1979

      23 Chen, S., "A new method of structural modal reanalysis for topological modifications" 38 (38): 1015-1028, 2002

      24 Boo, S. H., "A dynamic condensation method using algebraic substructuring" 109 (109): 1701-1720, 2017

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      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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