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    사장교 케이블 진동저감을 위한 능동제어시스템 = Active Control System for Mitigation of Cable Vibration in Cable-Stayed Bridges

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    https://www.riss.kr/link?id=A101122055

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    Rain-wind induced cable vibration can cause serious problems in cable-stayed bridge. External dampers attached to the cables have become widely accepted as an effective means for stay-cable vibration suppression. For very long stay-cables, however, such damper systems are rendered ineffective, as the dampers need be attached near the end of cables for aesthetic reasons. A recent study by the authors proposed that a movable anchorage system is replaced direct fixed support of the cable with a support through a bearing and damper. This paper extends the previous work by adding active control system to mitigate the cable vibration. The response of a cable with the proposed active control system is obtained and then compared to those of the cable with and without an external passive damper. The results show that the active control system can provide superior protection than the passive control system for a cable vibration.
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    Rain-wind induced cable vibration can cause serious problems in cable-stayed bridge. External dampers attached to the cables have become widely accepted as an effective means for stay-cable vibration suppression. For very long stay-cables, however, su...

    Rain-wind induced cable vibration can cause serious problems in cable-stayed bridge. External dampers attached to the cables have become widely accepted as an effective means for stay-cable vibration suppression. For very long stay-cables, however, such damper systems are rendered ineffective, as the dampers need be attached near the end of cables for aesthetic reasons. A recent study by the authors proposed that a movable anchorage system is replaced direct fixed support of the cable with a support through a bearing and damper. This paper extends the previous work by adding active control system to mitigate the cable vibration. The response of a cable with the proposed active control system is obtained and then compared to those of the cable with and without an external passive damper. The results show that the active control system can provide superior protection than the passive control system for a cable vibration.

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    참고문헌 (Reference)

    1 "특수 교량 케이블 부재의 진동 저감 기준 연구" 한국도로공사 도로연구소 2001

    2 "사장교의 케이블 진동저감을 위한 수동 제어시스템" 대한토목학회 26 (26): 881-885, 2006

    3 "Zur Frage der Seilschwingungen und der Seildampfung" 1982

    4 "Vibrations of a Taut Cable with an External Damper. J. Applied Mech." ASME 67 : 772-776, 2000

    5 "Semiactive Damping of Stay Cables: a Preliminary Study" 417-423, 1999

    6 "Full-Scale Measurements of Stay Cable Vibration" 963-970, 1999

    7 "Free Vibrations of Taut Cable with Attached Damper" 128 (128): 1062-1071, 2002

    8 "Estimation Curve for Modal Damping in Stay Cables with Viscous Damper" 19931961~1979

    9 "Cables in Trouble" 1988

    1 "특수 교량 케이블 부재의 진동 저감 기준 연구" 한국도로공사 도로연구소 2001

    2 "사장교의 케이블 진동저감을 위한 수동 제어시스템" 대한토목학회 26 (26): 881-885, 2006

    3 "Zur Frage der Seilschwingungen und der Seildampfung" 1982

    4 "Vibrations of a Taut Cable with an External Damper. J. Applied Mech." ASME 67 : 772-776, 2000

    5 "Semiactive Damping of Stay Cables: a Preliminary Study" 417-423, 1999

    6 "Full-Scale Measurements of Stay Cable Vibration" 963-970, 1999

    7 "Free Vibrations of Taut Cable with Attached Damper" 128 (128): 1062-1071, 2002

    8 "Estimation Curve for Modal Damping in Stay Cables with Viscous Damper" 19931961~1979

    9 "Cables in Trouble" 1988

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    학술지 이력

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