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      KCI등재 SCIE SCOPUS

      Fire Damage Identification in RC Beams based on Support Vector Machines considering Vibration Test

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      https://www.riss.kr/link?id=A106373234

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      다국어 초록 (Multilingual Abstract)

      In order to obtain the degree of damage in reinforced concrete (RC) beams exposed to fire, using the equivalent fire exposure time as the damage index, a new method of damage identification based on the support vector machine technology was proposed. ...

      In order to obtain the degree of damage in reinforced concrete (RC) beams exposed to fire, using the equivalent fire exposure time as the damage index, a new method of damage identification based on the support vector machine technology was proposed. Firstly, the feasibility analysis was conducted based on finite element models of simply supported beams. Thereafter, four RC simply supported beams were designed for fire test and vibration test, which were used to amend the finite element model and the SVM-based identification method. Fire tests were carried out on 4 beams for 60, 90, 120, and 150 min, respectively. During and after the fire tests, structural modal information were recorded. The first two order modal information, as SVM input paraments, was used to predict the equivalent fire exposure time based on SVM. The predicted results were very close to the actual fire exposure time. The residual bearing capacities of the beams after fire were calculated according to the predicted fire exposure time, which were close to experimental results. It indicated that the equivalent fire exposure time as the output parameter for damage identification was reliable. Finally, on the basis of damage identification method for simply supported beams, a new three-step positioning method was established for identifing the degree of damage in continuous beams. The method was applied to a thress-span continuous beam. The numercial situlation results revealed that the three-step positioning method was accurate.

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      참고문헌 (Reference)

      1 Wei Fan, "Vibration-based Damage Identification Methods: A Review and Comparative Study" SAGE Publications 10 (10): 83-111, 2010

      2 Norhisham Bakhary, "Substructuring Technique for Damage Detection Using Statistical Multi-Stage Artificial Neural Network" SAGE Publications 13 (13): 619-639, 2016

      3 Lie, T. T., "Structural fire protection" ASCE 263-274, 2003

      4 Jinping Ou, "Structural Health Monitoring in mainland China: Review and Future Trends" SAGE Publications 9 (9): 219-231, 2010

      5 Xiao, L., "Nonlinear structural damage detection using support vector machines" 806-821, 2012

      6 Cai‐wei Liu, "Modification of finite element models based on support vector machines for reinforced concrete beam vibrational analyses at elevated temperatures" Wiley 26 (26): 1-18, 2019

      7 Wu, B., "Mechanical properties of reinforced concrete structures after fire" Science Press 453-462, 2003

      8 Matthew J. Whelan, "Influence of fire damage on the modal parameters of a prestressed concrete double-tee joist roof" Wiley 21 (21): 1335-1346, 2014

      9 Liu, C. W., "Finite element model fractional steps updating strategy for spatial lattice structures based on generalized regression neural network" 1-10, 2016

      10 Guo, Z. H., "Experiment and calculation of reinforced concrete at elevated temperatures" Tsinghua University Press 125-178, 2012

      1 Wei Fan, "Vibration-based Damage Identification Methods: A Review and Comparative Study" SAGE Publications 10 (10): 83-111, 2010

      2 Norhisham Bakhary, "Substructuring Technique for Damage Detection Using Statistical Multi-Stage Artificial Neural Network" SAGE Publications 13 (13): 619-639, 2016

      3 Lie, T. T., "Structural fire protection" ASCE 263-274, 2003

      4 Jinping Ou, "Structural Health Monitoring in mainland China: Review and Future Trends" SAGE Publications 9 (9): 219-231, 2010

      5 Xiao, L., "Nonlinear structural damage detection using support vector machines" 806-821, 2012

      6 Cai‐wei Liu, "Modification of finite element models based on support vector machines for reinforced concrete beam vibrational analyses at elevated temperatures" Wiley 26 (26): 1-18, 2019

      7 Wu, B., "Mechanical properties of reinforced concrete structures after fire" Science Press 453-462, 2003

      8 Matthew J. Whelan, "Influence of fire damage on the modal parameters of a prestressed concrete double-tee joist roof" Wiley 21 (21): 1335-1346, 2014

      9 Liu, C. W., "Finite element model fractional steps updating strategy for spatial lattice structures based on generalized regression neural network" 1-10, 2016

      10 Guo, Z. H., "Experiment and calculation of reinforced concrete at elevated temperatures" Tsinghua University Press 125-178, 2012

      11 Zhu, D. L., "Elastic-Plastic analysis on continuous reinforced concrete beams at elevated temperatures caused by the redistribution of internal forces" 32 (32): 165-172, 2011

      12 Lv, J. L., "Effect of fire on self-excited vibration characteristic of composite beams of the overall structure" 105-107 : 760-764, 2012

      13 Duron, Z. H., "Early warning capability for firefighter: Testing of collapse prediction techniques" National Institute of Standards and Technology 2005

      14 Mita, A., "Damage diagnosis of a building structure using support vector machine and modal frequency patterns" 5057 : 118-125, 2003

      15 He, X. H., "Damage detection experiment on beam string structure using support vector machine" 31 (31): 45-49, 2011

      16 Dos Santos, J. R., "Assessment of concrete structures subjected to fire-the FB Test" 54 (54): 203-216, 2002

      17 Ni, Y. Q., "Advances in Structural Dynamics" Elsevier Science Ltd 1069-1076, 2000

      18 Caiwei Liu, "A Fractal-Interpolation Model for Diagnosing Spalling Risk in Concrete at Elevated Temperatures" 대한토목학회 22 (22): 5154-5163, 2018

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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