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      FE model updating method incorporating damping matrices for structural dynamic modifications

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      https://www.riss.kr/link?id=A104816547

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      다국어 초록 (Multilingual Abstract)

      An accurate finite element (FE) model of a structure is essential for predicting reliably its dynamic characteristics. Such a model is used to predict the effects of structural modifications for dynamic design of the structure. These modifications may...

      An accurate finite element (FE) model of a structure is essential for predicting reliably its dynamic characteristics. Such a model is used to predict the effects of structural modifications for dynamic design of the structure. These modifications may be imposed by design alterations for operating reasons. Most of the model updating techniques neglect damping and so these updated models can’t be used for accurate prediction of vibration amplitudes. This paper deals with the basic formulation of damped finite element model updating method and its use for structural dynamic modifications. In this damped damped finite element model updating method, damping matrices are updated along with mass and stiffness matrices. The damping matrices are updated by updating the damping coefficients. A case involving actual measured data for the case of F-shaped test structure, which resembles the skeleton of a drilling machine is used to evaluate the effectiveness of damped FE model updating method for accurate prediction of the vibration levels and thus its use for structural dynamic modifications. It can be concluded from the study that damped updated FE model updating can be used for structural dynamic modifications with confidence.

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      참고문헌 (Reference)

      1 Modak, S. V., "Studies in dynamic design using updated models" 281 : 943-964, 2005

      2 Govers, Y, "Stochastic model updating-Covariance matrix adjustment from uncertain experimental modal data" 3 : 696-706, 2010

      3 Collins, J. D., "Statistical identification of structures" 12 : 185-190, 1974

      4 E. Matta, "Robust finite element model updating of a large-scale benchmark building structure" 국제구조공학회 43 (43): 371-394, 2012

      5 Titurus, B., "Regularisation in model updating" 75 : 440-478, 2008

      6 Baruch, M., "Optimization procedure to correct stiffness and flexibility matrices using vibration data" 16 : 1208-1210, 1978

      7 J. Wang, "Modified Tikhonov regularization in model updating for damage identification" 국제구조공학회 44 (44): 585-600, 2012

      8 Bert, C. W., "Material damping : An introduction review of mathematical models, measures and experimental techniques" 29 : 129-153, 1973

      9 Berman, A., "Improvement of a large analytical model using test data" 21 : 927-928, 1983

      10 Arora, V., "Further experience with model updating incorporating damping matrices" 24 : 1383-1390, 2010

      1 Modak, S. V., "Studies in dynamic design using updated models" 281 : 943-964, 2005

      2 Govers, Y, "Stochastic model updating-Covariance matrix adjustment from uncertain experimental modal data" 3 : 696-706, 2010

      3 Collins, J. D., "Statistical identification of structures" 12 : 185-190, 1974

      4 E. Matta, "Robust finite element model updating of a large-scale benchmark building structure" 국제구조공학회 43 (43): 371-394, 2012

      5 Titurus, B., "Regularisation in model updating" 75 : 440-478, 2008

      6 Baruch, M., "Optimization procedure to correct stiffness and flexibility matrices using vibration data" 16 : 1208-1210, 1978

      7 J. Wang, "Modified Tikhonov regularization in model updating for damage identification" 국제구조공학회 44 (44): 585-600, 2012

      8 Bert, C. W., "Material damping : An introduction review of mathematical models, measures and experimental techniques" 29 : 129-153, 1973

      9 Berman, A., "Improvement of a large analytical model using test data" 21 : 927-928, 1983

      10 Arora, V., "Further experience with model updating incorporating damping matrices" 24 : 1383-1390, 2010

      11 Lepoittevin, G., "Finite element model updating of vibrating structures under free-free boundary conditions for modal damping prediction" 25 : 2203-2218, 2011

      12 Zang, B. Q., "Finite element model updating for unsymmetrical damping system with genetic algorithm" 166-169 : 2999-3003, 2012

      13 Adhikari, S., "Distributed parameter model updating using the Karhunen-Loeve expansion" 24 : 326-339, 2010

      14 Arora, V., "Damped model updating using complex updating parameters" 320 : 438-451, 2009

      15 Arora, V., "Damped FE model updating using complex updating parameters : its use for dynamic design" 324 : 350-364, 2009

      16 Lin, R.M, "Analytical model improvement using frequency response functions" 8 : 437-458, 1994

      17 Yong, L., "A two-level neural network approach to dynamic FE model updating including damping" 275 : 931-952, 2004

      18 Pradhan, S, "A method of damping matrix identification using frequency response data" 33 : 69-82, 2012

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      학술지 이력

      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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      학술지 인용정보
      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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