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      KCI등재 SCIE SCOPUS

      Experimental Study on Noise Reduction Effect of Installing Concrete Deck on Existing Steel Girders

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      https://www.riss.kr/link?id=A104086332

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      다국어 초록 (Multilingual Abstract)

      There are a number of existing steel railway bridges which has problems regarding structure-borne noise under train passage. Authors have proposed a performance improvement method of existing steel railway bridges by installing concrete deck. Bythis ...

      There are a number of existing steel railway bridges which has problems regarding structure-borne noise under train passage.
      Authors have proposed a performance improvement method of existing steel railway bridges by installing concrete deck. Bythis method, the vibration of the girder and the structure-borne noise are expected to be reduced. Generally, it is known thatconcrete deck can reduce the vibration and the noise. However, the noise reduction effect has not been clarified. In this study,impact hammer tests were carried out to figure out the reduction effect of the concrete deck on the vibration and the noise.
      Through the test, it was found that the response acceleration of the steel girder web was reduced by installing the concrete deck,as a result of reducing the propagation of on-girder vibration into the steel girder.

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      참고문헌 (Reference)

      1 Hansaka, M., "Study on the vibration damping properties of the damping material applying rubber compounding magnetic powder (DRM)" 19 (19): 13-21, 1998

      2 Saito, M., "Structural performance of composite girder with existing steel railway bridge girder and pre-cast concrete decks" 69 (69): 335-344, 2013

      3 Thompson, D., "Railway noise and vibration:mechanisms, modelling and means of control" Elsevier Science 2009

      4 Hansaka, M., "Prediction of damping property and design for optimization of magnetic rubber damper with constraining layer (MRDC)" 45 (45): 210-215, 2004

      5 Lin, W., "Performance of strengthened hybrid structures renovated from old railway steel bridges" 85 : 130-139, 2013

      6 Hansaka, M., "Noise and vibration of railway structures (mainly steel bridges)" 4 : 1-8, 2003

      7 Masamichi Saito, "Applicability of Performance Improvement Method of Existing Steel Railway Bridges by Installing Concrete Decks" 한국강구조학회 13 (13): 473-485, 2013

      8 Hansaka, M., "Analysis and measurement of noise and vibration of railway bridge to which vibration dampers are applied" 2013

      1 Hansaka, M., "Study on the vibration damping properties of the damping material applying rubber compounding magnetic powder (DRM)" 19 (19): 13-21, 1998

      2 Saito, M., "Structural performance of composite girder with existing steel railway bridge girder and pre-cast concrete decks" 69 (69): 335-344, 2013

      3 Thompson, D., "Railway noise and vibration:mechanisms, modelling and means of control" Elsevier Science 2009

      4 Hansaka, M., "Prediction of damping property and design for optimization of magnetic rubber damper with constraining layer (MRDC)" 45 (45): 210-215, 2004

      5 Lin, W., "Performance of strengthened hybrid structures renovated from old railway steel bridges" 85 : 130-139, 2013

      6 Hansaka, M., "Noise and vibration of railway structures (mainly steel bridges)" 4 : 1-8, 2003

      7 Masamichi Saito, "Applicability of Performance Improvement Method of Existing Steel Railway Bridges by Installing Concrete Decks" 한국강구조학회 13 (13): 473-485, 2013

      8 Hansaka, M., "Analysis and measurement of noise and vibration of railway bridge to which vibration dampers are applied" 2013

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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 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2008-01-01 평가 등재후보학술지 유지 (등재후보2차) KCI등재후보
      2007-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2005-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.62 0.27 0.55
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.5 0.45 0.366 0.03
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