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      KCI등재 SCIE SCOPUS

      Numerical characterization of real railway overhead cables

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      https://www.riss.kr/link?id=A104993621

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      다국어 초록 (Multilingual Abstract)

      This paper presents a numerical characterization of real railway overhead cables based on computational fluid dynamics (CFD). Complete analysis of the aerodynamic coefficients of this type of cross section yields a more accurate modelling of pressure ...

      This paper presents a numerical characterization of real railway overhead cables based on computational fluid dynamics (CFD). Complete analysis of the aerodynamic coefficients of this type of cross section yields a more accurate modelling of pressure loads acting on moving cables than provided by current approaches used in design. Thus, the characterization of certain selected commercial cables is carried out in this work for different wind speeds and angles of attack. The aerodynamic lift and drag coefficients are herein determined for two different types of grooved cables, which establish a relevant data set for the railway industry. Finally, the influence of this characterization on the fluid-structure interaction (FSI) is proved, the static behavior of a catenary system is studied by means of the finite element method (FEM) in order to analyze the effect of different wind angles of attack on the stiffness distribution.

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      참고문헌 (Reference)

      1 Gu, M., "Wind tunnel study of response characteristics of cables with artificial rivulet" 2000

      2 Kwon, H., "Wind tunnel experiments on Korean high-speed trains using various ground simulation techniques" 89 (89): 1179-1195, 2001

      3 Holmes, J. D, "Wind loading of structures" CRC Press 2015

      4 European Railway Agency, "Trans-European conventional rail system. Technical Specification of Interoperability" 2009

      5 Zdero, R., "Toward understanding galloping: nearwake study of oscillation smooth and stranded circular cylinders in forced motion" 10 (10): 28-43, 1995

      6 Brika, D., "The flow interaction between a stationary cylinder and a downstream flexible cylinder" 13 (13): 579-606, 1999

      7 Liu, Z., "The catenary vibration response of high-speed electrified railway considering horizontal wind" 2014

      8 Johnson, T., "Strong wind effects on railway operations" 60 : 251-266, 1996

      9 Zheng, S., "Research on the wind load parameters and the wind fences behaviour for wind fences of railway bridge" 2009

      10 Bocciolone, M., "Pantograph aerodynamic effects on pantograph-catenary interaction" 44 : 560-570, 2006

      1 Gu, M., "Wind tunnel study of response characteristics of cables with artificial rivulet" 2000

      2 Kwon, H., "Wind tunnel experiments on Korean high-speed trains using various ground simulation techniques" 89 (89): 1179-1195, 2001

      3 Holmes, J. D, "Wind loading of structures" CRC Press 2015

      4 European Railway Agency, "Trans-European conventional rail system. Technical Specification of Interoperability" 2009

      5 Zdero, R., "Toward understanding galloping: nearwake study of oscillation smooth and stranded circular cylinders in forced motion" 10 (10): 28-43, 1995

      6 Brika, D., "The flow interaction between a stationary cylinder and a downstream flexible cylinder" 13 (13): 579-606, 1999

      7 Liu, Z., "The catenary vibration response of high-speed electrified railway considering horizontal wind" 2014

      8 Johnson, T., "Strong wind effects on railway operations" 60 : 251-266, 1996

      9 Zheng, S., "Research on the wind load parameters and the wind fences behaviour for wind fences of railway bridge" 2009

      10 Bocciolone, M., "Pantograph aerodynamic effects on pantograph-catenary interaction" 44 : 560-570, 2006

      11 Imai, T., "New train regulation method based on wind direction and velocity of natural wind against strong winds" 90 (90): 1601-1610, 2002

      12 Gurung, C., "Identification and characterization of galloping of Tsuruga test line based on multichannel modal analysis of field data" 91 (91): 903-924, 2003

      13 Alonso, G., "Galloping stability of triangular cross-section bodies : a systematic approach" 95 (95): 928-940, 2007

      14 Hover, F., "Galloping response of a cylinder with upstream wake interference" 15 (15): 503-512, 2001

      15 Flamand, G., "Galloping of tramway catenary" 2005

      16 Alonso, G., "Galloping instabilities of two-dimensional triangular cross-section bodies" 38 (38): 789-795, 2005

      17 Paidoussis, M., "Fluid-Structure Interactions: Cross-Flow-Induced Instabilities" Cambridge University Press 2011

      18 Alonso, G., "Ensayos aeroelásticos de un modelo de puente de arco sobre el rio Tajo" 383 : 37-43, 2007

      19 CENELEC, "EN-50318. Validation of simulation of the dynamic interaction between pantographs and overhead contact line"

      20 CENELEC, "EN-50125-2. Railway applications. Environmental conditions for equipment Fixed electrical installations"

      21 CENELEC, "EN-50119. Railway applications - Fixed installations - Electric traction overhead contact lines"

      22 CENELEC, "EN-15273:2. Railway applications - Gauges – Part 2: Rolling stock gauge"

      23 Kiessling, F., "Contact Lines for Electric Railways" Munich Erlangen 2001

      24 Yamaguchi, H., "Analytical study on growth mechanism of rain vibration of cables" 33 (33): 73-80, 1990

      25 Stickland, M., "An investigation into the attenuation of wind speed by the use of windbreaks in the vicinity of overhead wires" 214 (214): 173-182, 2000

      26 Stickland, M., "An investigation into the aerodynamic characteristics of catenary contact wires in a cross-wind" 215 (215): 311-318, 2001

      27 Stickland, M., "An investigation into mechanical damping characteristics of catenary contact wires and their effect on aerodynamic galloping instability" 217 (217): 63-71, 2003

      28 Barcala, M., "An experimental study of the influence of parapets on the aerodynamic loads under cross wind on a two-dimensional model of a railway vehicle on a bridge" 221 (221): 487-494, 2007

      29 Such, M., "An approach based on the catenary equation to deal with static analysis of three dimensional cable structures" 31 (31): 2162-2170, 2009

      30 Suzuki, M., "Aerodynamic characteristics of train/vehicles under cross winds" 91 (91): 209-218, 2003

      31 Meseguer, J., "Aerodinámica civil. Cargas de viento en las edificaciones" McGraw-Hill 2001

      32 Alonso, G., "A parametric study of the galloping instability of two-dimensional triangular cross-section bodies" 94 (94): 241-253, 2006

      33 Collina, A., "A feasibility study of an aerodynamic control for high speed pantograph" 2007

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2005-09-23 학술지등록 한글명 : Wind and Structures, An International Journal
      외국어명 : Wind and Structures, An International Journal
      KCI등재
      2004-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2003-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2001-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.9 0.45 0.69
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.62 0.58 0.301 0.15
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