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      KCI등재 SCIE SCOPUS

      Vibration based damage identification of concrete arch dams by finite element model updating

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      https://www.riss.kr/link?id=A104367257

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      다국어 초록 (Multilingual Abstract)

      Vibration based damage detection is very popular in the civil engineering area. Especially, special structures like dams, long-span bridges and high-rise buildings, need continues monitoring in terms of mechanical properties of material, static and dy...

      Vibration based damage detection is very popular in the civil engineering area. Especially, special structures like dams, long-span bridges and high-rise buildings, need continues monitoring in terms of mechanical properties of material, static and dynamic behavior. It has been stated in the International Commission on Large Dams that more than half of the large concrete dams were constructed more than 50 years ago and the old dams have subjected to repeating loads such as earthquake, overflow, blast, etc.,. So, some unexpected failures may occur and catastrophic damages may be taken place because of theloss of strength, stiffness and other physical properties of concrete. Therefore, these dams need repairs provided with global damage evaluation in order to preserve structural integrity. The paper aims to show the effectiveness of the model updating method for global damage detection on a laboratory arch dam model. Ambient vibration test is used in order to determine the experimental dynamic characteristics. The initial finite element model is updated according to the experimentally determined natural frequencies and mode shapes. The web thickness is selected as updating parameter in the damage evaluation. It is observed from the study that the damage case is revealed with high accuracy and a good match is attained between the estimated and the real damage cases by model updating method.

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      참고문헌 (Reference)

      1 Rytter, A., "Vibration based inspection of civil engineering structures" Aalborg University 1993

      2 Ahmed, T., "The effect of alkali reactivity on the mechanical properties of concrete" 17 (17): 123-144, 2003

      3 Alvin, K. F., "Structural system identification : from reality to models" 81 (81): 1149-1176, 2003

      4 He, K., "Structural damage detection using changes in natural frequencies: Theory and applications" 30 : 305-, 2011

      5 Ardito, R., "Statistical approach to damage diagnosis of concrete dams by radar Monitoring : Formulation and a Pseudo-Experimental Test" 28 : 2036-2045, 2006

      6 OMA, "Operational Modal Analysis, Release 4.0, Structural Vibration Solution A/S"

      7 Dascotte, E., "Model updating for structural dynamics: past, Present and Future Outlook" 2007

      8 Baris Sevim, "Investigation of water length effects on the modal behavior of a prototype arch dam using operational and analytical modal analyses" 국제구조공학회 37 (37): 593-615, 2011

      9 SAP2000, "Integrated finite element analysis and design of structures" Computers and Structures Inc 2008

      10 Bayraktar, A., "Finite element model updating effects on nonlinear seismic response of arch dam-reservoir-foundation systems" 47 : 85-97, 2011

      1 Rytter, A., "Vibration based inspection of civil engineering structures" Aalborg University 1993

      2 Ahmed, T., "The effect of alkali reactivity on the mechanical properties of concrete" 17 (17): 123-144, 2003

      3 Alvin, K. F., "Structural system identification : from reality to models" 81 (81): 1149-1176, 2003

      4 He, K., "Structural damage detection using changes in natural frequencies: Theory and applications" 30 : 305-, 2011

      5 Ardito, R., "Statistical approach to damage diagnosis of concrete dams by radar Monitoring : Formulation and a Pseudo-Experimental Test" 28 : 2036-2045, 2006

      6 OMA, "Operational Modal Analysis, Release 4.0, Structural Vibration Solution A/S"

      7 Dascotte, E., "Model updating for structural dynamics: past, Present and Future Outlook" 2007

      8 Baris Sevim, "Investigation of water length effects on the modal behavior of a prototype arch dam using operational and analytical modal analyses" 국제구조공학회 37 (37): 593-615, 2011

      9 SAP2000, "Integrated finite element analysis and design of structures" Computers and Structures Inc 2008

      10 Bayraktar, A., "Finite element model updating effects on nonlinear seismic response of arch dam-reservoir-foundation systems" 47 : 85-97, 2011

      11 Friswell, M.I., "Finite Element Updating in Structural Dynamics" Kluwer Academic Press 1995

      12 Femtools, "Femtools Software, Version 3.3, Dynamic Design Solutions" Leuven 2003

      13 Femtools, "Femtools Model Updating Theoretical Manual, Version 3.3, Dynamic Design Solutions" Leuven 2003

      14 Swamy, R.N., "Engineering properties of concrete affected by alkali–silica reaction" 85 : 367-374, 1988

      15 Sevim, B., "Determination of dynamic behavior of arch dams by finite element and experimental modal analysis methods" Karadeniz Technical University 2010

      16 Salawu, O. S., "Detection of structural damage through changes in frequency : A review" 19 : 718-723, 1997

      17 Cerri, M.N., "Detection of damage in beams subjected to diffused cracking" 234 (234): 259-276, 2000

      18 Jaishi, B., "Damage detection by finite element model updating using modal flexibility residual" 290 : 369-387, 2006

      19 Modak, S. V., "Comparative study of model updating methods using simulated experimental data" 80 (80): 437-447, 2002

      20 PULSE, "Analyzers and Solutions, Release 11.2, Bruel and Kjaer, Sound and Vibration Measurement A/S"

      21 Ewins, D. J., "Adjustment or Updating of Models" 25 (25): 235-245, 2000

      22 Roy, N., "A survey of finite element model updating methods" 1990

      23 Salehi, M., "A structural damage detection technique based on measured frequency response functions" 3 (3): 215-226, 2010

      24 Imregun, M.I., "A review of model updating techniques" 1 (1): 9-20, 1991

      25 Perera, R., "A multi-stage FE updating procedure for damage identification in large scale structures based on multi-objective evolutionary optimization" 22 : 970-991, 2008

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      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
      2016-12-26 학회명변경 한글명 : 한국국제계산역학회 -> 사단법인 한국계산역학회 KCI등재
      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-11-01 학술지명변경 한글명 : 컴퓨터와 콘크리트 국제학술지 -> Computers and Concrete, An International Journal KCI등재후보
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2005-01-01 평가 SCIE 등재 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.72 0.07 0.53
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.44 0.4 0.173 0.02
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