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      KCI등재 SCIE SCOPUS

      Noise and Vibration Mitigation Performance of Damping Pad under CRTS-III Ballastless Track in High Speed Rail Viaduct

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      https://www.riss.kr/link?id=A106309081

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      다국어 초록 (Multilingual Abstract)

      This study proposes a frequency domain vehicle-track coupling model for the CRTS (China railways track system)-III type damping track system based on the two-dimensional vehicle-track-viaduct coupling model, and utilizes dynamic compliance method to d...

      This study proposes a frequency domain vehicle-track coupling model for the CRTS (China railways track system)-III type damping track system based on the two-dimensional vehicle-track-viaduct coupling model, and utilizes dynamic compliance method to determine the dynamic compliance for the vehicle and track systems. The accelerations for the viaduct are hereinafter obtained and are compared between CRTS-III damping track system and conventional CRTS-III track system, and the structure-borne noises for near field and far field of the viaduct are assessed with finite element method (FEM). The acoustic contribution rates for the substructures of the viaduct to the near-field and far-field noises are analyzed. The results reveal that in comparison with the conventional CRTS-III system, the CRTS-III damping track system can mitigate the viaduct acceleration peak with 69.9%, and mitigate the average acceleration with 60.4%. The near field and far field noise measurement points are captured for the CRTS-III damping track system, the sound pressure levels decline by 8.15 dB and 8.36 dB, respectively. The acoustic contribution rates for the viaduct top plate reach 65.28% and 68.30%, respectively. The viaduct top plate thus becomes the major noise source and the damping track system can effectively mitigate the structure-borne noise of the viaduct.

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      참고문헌 (Reference)

      1 Shi, G., "Vetical vehicle-track-bridge coupling vibration based on dynamic flexibility method" 48 (48): 1119-1126, 2017

      2 XiaoLin Song, "Temperature-induced deformation of CRTS II slab track and its effect on track dynamical properties" Springer Science and Business Media LLC 57 (57): 1917-1924, 2014

      3 Zhang, X., "Structure-borne noise of concrete box-girder and its influence factors" 48 (48): 409-414, 2013

      4 Yun-Lai Zhou, "Structural damage detection using transmissibility together with hierarchical clustering analysis and similarity measure" SAGE Publications 16 (16): 711-731, 2016

      5 Lu Sun, "Stress and Deflection Parametric Study of High-Speed Railway CRTS-II Ballastless Track Slab on Elevated Bridge Foundations" American Society of Civil Engineers (ASCE) 139 (139): 1224-1234, 2013

      6 Yi, Q., "Spatial distribution characteristics and reduction measures of environmental noise in elevated railway region" 39 (39): 120-127, 2017

      7 K.W. NGAI, "STRUCTURE-BORNE NOISE AND VIBRATION OF CONCRETE BOX STRUCTURE AND RAIL VIADUCT" Elsevier BV 255 (255): 281-297, 2002

      8 Zhou, Y., "Research on vibration-reduction performance of CRTS III slab ballastless track" Southwest Jiaotong University 2009

      9 Jens C.O. Nielsen, "Railway track geometry degradation due to differential settlement of ballast/subgrade – Numerical prediction by an iterative procedure" Elsevier BV 412 : 441-456, 2018

      10 A. WANG, "RAILWAY BRIDGE NOISE CONTROL WITH RESILIENT BASEPLATES" Elsevier BV 231 (231): 907-911, 2000

      1 Shi, G., "Vetical vehicle-track-bridge coupling vibration based on dynamic flexibility method" 48 (48): 1119-1126, 2017

      2 XiaoLin Song, "Temperature-induced deformation of CRTS II slab track and its effect on track dynamical properties" Springer Science and Business Media LLC 57 (57): 1917-1924, 2014

      3 Zhang, X., "Structure-borne noise of concrete box-girder and its influence factors" 48 (48): 409-414, 2013

      4 Yun-Lai Zhou, "Structural damage detection using transmissibility together with hierarchical clustering analysis and similarity measure" SAGE Publications 16 (16): 711-731, 2016

      5 Lu Sun, "Stress and Deflection Parametric Study of High-Speed Railway CRTS-II Ballastless Track Slab on Elevated Bridge Foundations" American Society of Civil Engineers (ASCE) 139 (139): 1224-1234, 2013

      6 Yi, Q., "Spatial distribution characteristics and reduction measures of environmental noise in elevated railway region" 39 (39): 120-127, 2017

      7 K.W. NGAI, "STRUCTURE-BORNE NOISE AND VIBRATION OF CONCRETE BOX STRUCTURE AND RAIL VIADUCT" Elsevier BV 255 (255): 281-297, 2002

      8 Zhou, Y., "Research on vibration-reduction performance of CRTS III slab ballastless track" Southwest Jiaotong University 2009

      9 Jens C.O. Nielsen, "Railway track geometry degradation due to differential settlement of ballast/subgrade – Numerical prediction by an iterative procedure" Elsevier BV 412 : 441-456, 2018

      10 A. WANG, "RAILWAY BRIDGE NOISE CONTROL WITH RESILIENT BASEPLATES" Elsevier BV 231 (231): 907-911, 2000

      11 Zhi-wu Yu, "Probability analysis of train-track-bridge interactions using a random wheel/rail contact model" Elsevier BV 144 : 120-138, 2017

      12 Lei Xu, "On use of characteristic wavelengths of track irregularities to predict track portions with deteriorated wheel/rail forces" Elsevier BV 104 : 264-278, 2018

      13 Lei Xu, "On effects of track random irregularities on random vibrations of vehicle–track interactions" Elsevier BV 50 : 25-35, 2017

      14 Watanabe, T., "Noise and Vibration Mitigation for Rail Transportation Systems, Vol. 118" Springer 2012

      15 Joel Malveiro, "Impact of track irregularities and damping on the fatigue damage of a railway bridge deck slab" Informa UK Limited 14 (14): 1257-1268, 2018

      16 Lei, X., "High speed railway track dynamics: Model, algorithm and application" Beijing Science Press 2015

      17 Hongyou Cao, "Form- finding analysis of suspension bridges using an explicit Iterative approach" 국제구조공학회 62 (62): 85-95, 2017

      18 Zhiwu Yu, "Fatigue Performance of CRTS III Slab Ballastless Track Structure un-der High-speed Train Load Based on Concrete Fatigue Damage Constitu-tive Law" Japan Concrete Institute 16 (16): 233-249, 2018

      19 Zhao, C., "Experimental study on the vibration damping performance of rubber absorbers for ballastless tracks on viaduct" 34 (34): 8-13, 2013

      20 Nan Zhang, "Evaluation of vehicle-track-bridge interacted system for the continuous CRTS-II non-ballast track slab" Springer Science and Business Media LLC 57 (57): 1895-1901, 2014

      21 Bin Yan, "Elastic-plastic seismic response of CRTS II slab ballastless track system on high-speed railway bridges" Springer Science and Business Media LLC 60 (60): 865-871, 2017

      22 Caiyou Zhao, "Effect of elastic rubber mats on the reduction of vibration and noise in high-speed elevated railway systems" SAGE Publications 232 (232): 1837-1851, 2017

      23 Wang, P., "Effect of cement asphalt mortar debonding on dynamic properties of CRTS II slab ballastless track" 2014 (2014): 2014

      24 Shi, G., "Dynamics analysis of elevated railway structures of box bridges and CRTS III slab tracks" 36 (36): 109-113, 2016

      25 Tao, X., "Dynamic effect and structure optimization of damping layers of CRTS III slab ballastless track for high speed railway" 37 (37): 8-13, 2016

      26 Xin, T., "Dynamic effect and structure optimization of damping layers of CRTS III slab ballastless track for high speed railway" 37 (37): 8-13, 2016

      27 Rong Chen, "Degradation mechanism of CA mortar in CRTS I slab ballastless railway track in the Southwest acid rain region of China – Materials analysis" Elsevier BV 149 : 921-933, 2017

      28 Yun-Lai Zhou, "Damage detection in structures using a transmissibility-based Mahalanobis distance" Wiley 22 (22): 1209-1222, 2015

      29 Zhou, Y. -L., "Cosine based extended transmissibility damage indicators for structural damage detection" 141 : 175-183, 2017

      30 Liu, L., "Application of panel acoustic contribution theory in high speedrail way" 12 (12): 743-748, 2015

      31 Li, X., "Application of boundary element method in study of noise from simply-supported box girder in high speed railway" 44 (44): 95-101, 2011

      32 Ren, J., "Analysis of harmonic response of CRTS III prefabricated slab track with anti-vibration structure" 210 (210): 44-50, 2016

      33 Zhou, Y. -L., "A reference free ultrasonic phased array to identify surface cracks in welded steel pipes based on transmissibility" 168 : 66-78, 2018

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      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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