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      FBG를 이용한 변형률 기반 건물의 횡방향 구조반응 모니터링 기법에 관한 해석적 연구 = A Numerical Study on the Strain Based Monitoring Method for Lateral Structural Response of Buildings using FBG Sensors

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      https://www.riss.kr/link?id=A101121906

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      다국어 초록 (Multilingual Abstract)

      In this study, the strain based monitoring method to evaluate the lateral structural response of buildings is presented and an applicability of the proposed method is confirmed through the numerical study. It is assumed that the fiber Bragg grating(FBG) strain sensor is employed to measure the strain response of members due to the excellent properties such as multiplexing, and higher sampling frequency. These properties of FBG sensors is proper for buildings the a lot of sensors are required to monitor the reponses of those. FBG sensors measure the strain response of vertical members and are employed to calculate the curvatures of members using the measured strain responses. Then the lateral displacement, and lateral acceleration is evaluated based on the curvatures of vertical members. Additionally, these dynamic responses of buildings are used to evaluate the dynamic properties of buildings such as the natural frequencies and mode shapes using the frequency domain decomposition(FDD) method. Through the application of nine-story steel moment frame example structure, it is confirmed that the proposed method is appropriate to evaluate the lateral structural responses and dynamic properties of buildings.
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      In this study, the strain based monitoring method to evaluate the lateral structural response of buildings is presented and an applicability of the proposed method is confirmed through the numerical study. It is assumed that the fiber Bragg grating(FB...

      In this study, the strain based monitoring method to evaluate the lateral structural response of buildings is presented and an applicability of the proposed method is confirmed through the numerical study. It is assumed that the fiber Bragg grating(FBG) strain sensor is employed to measure the strain response of members due to the excellent properties such as multiplexing, and higher sampling frequency. These properties of FBG sensors is proper for buildings the a lot of sensors are required to monitor the reponses of those. FBG sensors measure the strain response of vertical members and are employed to calculate the curvatures of members using the measured strain responses. Then the lateral displacement, and lateral acceleration is evaluated based on the curvatures of vertical members. Additionally, these dynamic responses of buildings are used to evaluate the dynamic properties of buildings such as the natural frequencies and mode shapes using the frequency domain decomposition(FDD) method. Through the application of nine-story steel moment frame example structure, it is confirmed that the proposed method is appropriate to evaluate the lateral structural responses and dynamic properties of buildings.

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      참고문헌 (Reference)

      1 장성진, "모드분해기법을 이용한 동적 변형률신호로부터 변위응답추정" 대한토목학회 28 (28): 507-515, 2008

      2 김남식, "광섬유 브래그 격자 센서를 이용한 교량의 수직처짐 추정" 대한토목학회 22 (22): 1357-1366, 2002

      3 Park, J.W, "Vision-based Displacement Measurement Method for High-rise Building Structures Using Partitioning Approach" 43 : 642-647, 2010

      4 Park, K.T, "The Determination of Bridge Displacement Using Measured Acceleration" 27 : 371-378, 2005

      5 Li H.N, "Recent Application of Fiber Optic Sensors to Health Monitoring in Civil Engineering" 26 : 1647-1657, 2004

      6 Lee, S.Y, "Performance Assessment Using the Inverse Analysis Based a Function Approach of Bridges Repaired by ACM from Incomplete Dynamic Data" 1 (1): 51-58, 2010

      7 Mazzoni, S., "OpenSees Command Language Manual"

      8 Gilat, A., "Numerical Methods for Engineers and Scientists" John Wiley 2013

      9 Choi, S.W, "Multi-objective Seismic Design Method for Ensuring Beam-hinging Mechanism in Steel Frames" 74 : 17-25, 2012

      10 Brincker, R, "Modal Identification of Output-only Systems Using Frequency Domain Decomposition" 10 : 441-445, 2001

      1 장성진, "모드분해기법을 이용한 동적 변형률신호로부터 변위응답추정" 대한토목학회 28 (28): 507-515, 2008

      2 김남식, "광섬유 브래그 격자 센서를 이용한 교량의 수직처짐 추정" 대한토목학회 22 (22): 1357-1366, 2002

      3 Park, J.W, "Vision-based Displacement Measurement Method for High-rise Building Structures Using Partitioning Approach" 43 : 642-647, 2010

      4 Park, K.T, "The Determination of Bridge Displacement Using Measured Acceleration" 27 : 371-378, 2005

      5 Li H.N, "Recent Application of Fiber Optic Sensors to Health Monitoring in Civil Engineering" 26 : 1647-1657, 2004

      6 Lee, S.Y, "Performance Assessment Using the Inverse Analysis Based a Function Approach of Bridges Repaired by ACM from Incomplete Dynamic Data" 1 (1): 51-58, 2010

      7 Mazzoni, S., "OpenSees Command Language Manual"

      8 Gilat, A., "Numerical Methods for Engineers and Scientists" John Wiley 2013

      9 Choi, S.W, "Multi-objective Seismic Design Method for Ensuring Beam-hinging Mechanism in Steel Frames" 74 : 17-25, 2012

      10 Brincker, R, "Modal Identification of Output-only Systems Using Frequency Domain Decomposition" 10 : 441-445, 2001

      11 Majumder, M., "Fibre Bragg Gratings in Structural Health Monitoring- Present Status and Applications" 147 : 150-164, 2008

      12 최은수, "FBG센서 응답을 이용한 단순보의 동적 변위 및 동특성 추정" 한국강구조학회 18 (18): 503-514, 2006

      13 Lee, H.M, "Estimation of the Maximum Stress of a Beam-Column Based on Average Strains from Vibrating Wire Strain Gages" 29 (29): 17-20, 2009

      14 Kang, L.H, "Estimation of Dynamic Structural Displacements Using Fiber Bragg Grating Strain Sensors" 305 : 534-542, 2007

      15 Lee, H. M., "Development of An Integrated Structural Health Monitoring System to Ensure the Safety and Serviceability of High-rise Buildings" Yonsei University. 2010

      16 Kim, J. T., "Damage Identification in Beam-type Structures: Frequency-based Method vs Mode-shape-based Method" 25 : 57-67, 2003

      17 Lee, H. M., "A Wireless Vibrating Wire Sensor Node for Continuous Structural Health Monitoring" 2010

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2028 평가예정 재인증평가 신청대상 (재인증)
      2022-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2019-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2016-01-01 평가 등재학술지 선정 (계속평가) KCI등재
      2015-12-01 평가 등재후보로 하락 (기타) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-29 학술지명변경 외국어명 : 미등록 -> Journal of the Computational Structural Engineering Institute of Korea KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.27 0.27 0.23
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.22 0.2 0.443 0.03
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