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      KCI등재 SCIE SCOPUS

      Health monitoring of pedestrian truss bridges using cone-shaped kernel distribution

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      https://www.riss.kr/link?id=A105950092

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      다국어 초록 (Multilingual Abstract)

      With increasing traffic volumes and rising vehicle traffic, especially in cities, the number of pedestrian bridges has also increased significantly. Like all other structures, pedestrian bridges also suffer damage. In order to increase the safety of p...

      With increasing traffic volumes and rising vehicle traffic, especially in cities, the number of pedestrian bridges has also increased significantly. Like all other structures, pedestrian bridges also suffer damage. In order to increase the safety of pedestrians, it is necessary to identify existing damage and to repair them to ensure the safety of the bridge structures. Owing to the shortcomings of local methods in identifying damage and in order to enhance the reliability of detection and identification of structural faults, signal methods have seen significant development in recent years. In this research, a new methodology, based on cone-shaped kernel distribution with a new damage index, has been used for damage detection in pedestrian truss bridges. To evaluate the proposed method, the numerical models of the Warren Type steel truss and the Arregar steel footbridge were used. Based on the results, the proposed method and damage index identified the damage and determined its location with a high degree of precision. Given the ease of use, the proposed method can be used to identify faults in pedestrian bridges.

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      참고문헌 (Reference)

      1 Ghiasi, R., "machinelearning approach for structural damage detection using least square support vector machine based on a new combinational kernel function" 15 (15): 302-316, 2016

      2 Nikos G. Pnevmatikos, "Wavelet analysis based damage localization in steel frames with bolted connections" 국제구조공학회 18 (18): 1189-1202, 2016

      3 Zhou, Z., "Vibration-based damage detection of simple bridge superstructures" University of Saskatchewan 2008

      4 Bonato, P., "Use of cross-time-frequency estimators for structural identification in non-stationary conditions and under unknown excitation" 237 (237): 779-791, 2000

      5 Maheswari, R. U., "Trends in nonstationary signal processing techniques applied to vibration analysis of wind turbine drive train–A contemporary survey" 85 : 296-311, 2017

      6 Abdul Awal, M. D., "Time–frequency image enhancement based on interference suppression in Wigner–Ville distribution" 127 : 80-85, 2016

      7 Chen, G. X., "Time–frequency analysis of friction-induced vibration under reciprocating sliding conditions" 262 (262): 1-10, 2007

      8 Skeberis, C., "Time–frequency analysis of VLF for seismic-ionospheric precursor detection : Evaluation of Zhao-Atlas-Marks and Hilbert-Huang Transforms" 85 : 174-184, 2015

      9 Pyayt, A. L., "Timefrequency methods for structural health monitoring" 14 (14): 5147-5173, 2014

      10 Walia, S. K., "Timefrequency and wavelet-based study of an old steel truss bridge before and after retrofitting" 5 (5): 353-363, 2015

      1 Ghiasi, R., "machinelearning approach for structural damage detection using least square support vector machine based on a new combinational kernel function" 15 (15): 302-316, 2016

      2 Nikos G. Pnevmatikos, "Wavelet analysis based damage localization in steel frames with bolted connections" 국제구조공학회 18 (18): 1189-1202, 2016

      3 Zhou, Z., "Vibration-based damage detection of simple bridge superstructures" University of Saskatchewan 2008

      4 Bonato, P., "Use of cross-time-frequency estimators for structural identification in non-stationary conditions and under unknown excitation" 237 (237): 779-791, 2000

      5 Maheswari, R. U., "Trends in nonstationary signal processing techniques applied to vibration analysis of wind turbine drive train–A contemporary survey" 85 : 296-311, 2017

      6 Abdul Awal, M. D., "Time–frequency image enhancement based on interference suppression in Wigner–Ville distribution" 127 : 80-85, 2016

      7 Chen, G. X., "Time–frequency analysis of friction-induced vibration under reciprocating sliding conditions" 262 (262): 1-10, 2007

      8 Skeberis, C., "Time–frequency analysis of VLF for seismic-ionospheric precursor detection : Evaluation of Zhao-Atlas-Marks and Hilbert-Huang Transforms" 85 : 174-184, 2015

      9 Pyayt, A. L., "Timefrequency methods for structural health monitoring" 14 (14): 5147-5173, 2014

      10 Walia, S. K., "Timefrequency and wavelet-based study of an old steel truss bridge before and after retrofitting" 5 (5): 353-363, 2015

      11 Kaloop, M. R., "Time-series and frequency-spectrum correlation analysis of bridge performance based on a real-time strain monitoring system" 5 (5): 61-, 2016

      12 Cohen, L., "Time-frequency distributions-a review" 77 (77): 941-981, 1989

      13 Bradford, S., "Time –frequency analysis of systems with changing dynamic properties" California Institute of Technology 2006

      14 Li H., "The state of the art in structural health monitoring of cable-stayed bridges" 6 (6): 43-67, 2016

      15 Cao, M. S., "Structural damage identification using damping : a compendium of uses and features" 26 (26): 043001-, 2017

      16 Qiao, L., "Structural damage detection using signal-based pattern recognition" Kansas State University 2009

      17 Seyed Mohammad Seyedpoor, "Structural damage detection using a multi-stage improved differential evolution algorithm (Numerical and experimental)" 국제구조공학회 21 (21): 235-248, 2018

      18 Urresty, J., "Stator short circuits detection in PMSM by means of Zhao-AtlasMarks distribution and energy calculation" IEEE 1-9, 2009

      19 Žibert, J, "Speech features extraction using cone-shaped kernel distribution" Springer 245-252, 2002

      20 Chang, C. M., "Sensors and Smart Structures Technologies for Civil" Mechanical, and Aerospace Systems 2016

      21 Powell, G. H., "Seismic damage prediction by deterministic methods; concepts and procedures" 28 : 79-104, 1988

      22 Cantero D., "Railway infrastructure damage detection using wavelet transformed acceleration response of traversing vehicle" 22 (22): 62-70, 2015

      23 Ahmadi, H. R., "New damage indices and algorithm based on square time–frequency distribution for damage detection in concrete piers of railroad bridges" 22 (22): 91-106, 2015

      24 Zhou, X., "L1 regularization approach to structural damage detection using frequency data" 14 (14): 571-582, 2015

      25 Peng, Y., "IFMBE Proceedings"

      26 Wenzel, H., "Health monitoring of bridges" John Wiley &Sons Ltd 2009

      27 Zijian Wang, "Effective time-frequency characterization of Lamb wave dispersion in plate-like structures with non-reflecting boundaries" 국제구조공학회 21 (21): 195-205, 2018

      28 Bien, J., "Dynamic tests in bridge monitoring-systematics and applications" 1-10, 2007

      29 Elhattab, A., "Drive-by bridge damage monitoring using bridge displacement profile difference" 6 (6): 1-12, 2016

      30 Yan, Y., "Development in vibration-based structural damage detection technique" 21 : 2198-2211, 2007

      31 Liu, Z., "Detection and estimation research of high-speed railway catenary" Springer Nature Singapore Pte Ltd 2017

      32 Danna, N. M., "Data Processing Algorithms in Wireless Sensor Networks får Structural Health Monitoring" Royal Institute of Technology (KTH) 2012

      33 Doebling, S. W., "Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A Literature Review" Los Alamos National Laboratory 1996

      34 Ditommaso, R., "Damage detection on framed structures : modal curvature evaluation using Stockwell transform under seismic excitation" 14 (14): 265-274, 2015

      35 Mehrjoo, M., "Damage detection of truss bridge joints using Artificial Neural Networks" 35 (35): 1122-1131, 2008

      36 Pnevmatikos, N. G., "Damage detection of framed structures subjected to earthquake excitation using discrete wavelet analysis" 15 (15): 227-248, 2017

      37 Roy, K., "Damage detection of bridge using wireless sensors" 45 (45): 107-111, 2012

      38 Dung, H., "Damage detection in structures using Frequency Response Function (FRF) data and finite element modeling" Victoria University of Technology 2013

      39 Melhem, H., "Damage detection in concrete by Fourier and Wavelets analysis" 129 (129): 571-577, 2003

      40 Rucka, M., "Damage detection in beams using wavelet transform on higher vibration modes" 49 (49): 399-417, 2011

      41 De lautour O. R., "Assessment of seismic damage to civil structures using statistical pattern recognition techniques and time series analysis" University of Auckland 2008

      42 Neild, S. A., "A review of time-frequency methods of structural vibration analysis" 25 : 713-728, 2003

      43 OBrien, E. J., "A mode shape‐ based damage detection approach using laser measurement from a vehicle crossing a simply supported bridge" 23 (23): 1273-1286, 2016

      44 Mohammadi, M., "A highly adaptive directional time–frequency distribution" 10 (10): 1369-1376, 2016

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      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-11-01 학술지명변경 한글명 : 스마트 구조와 시스템 국제 학술지 -> Smart Structures and Systems, An International Journal KCI등재후보
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
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      외국어명 : Smart Structures and Systems, An International Journal
      KCI등재후보
      2007-06-12 학술지등록 한글명 : 컴퓨터와 콘크리트 국제학술지
      외국어명 : Computers and Concrete, An International Journal
      KCI등재후보
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.17 0.44 1.04
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.97 0.88 0.318 0.18
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