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      풍하중을 받는 테이퍼 고층 건물의 감쇠율변화에 따른 횡방향 공력진동응답 = Aerodynamic Across-wind Response of Tapered Tall Building according to Variation of Damping Ratios under Wind Load

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      https://www.riss.kr/link?id=A45051445

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      다국어 초록 (Multilingual Abstract)

      A wind-tunnel experiment using an aeroelastic tapered tall building model is carried out to investigate the tapering effect for reducing the across-wind response. Three tapered models which have different taper ratio of 5% and one basic model of a s...

      A wind-tunnel experiment using an aeroelastic tapered tall building model is carried out to investigate the tapering effect for reducing the across-wind response. Three tapered models which have different taper ratio of 5% and one basic model of a square cross-section without taper .Included in this study is the damping ratio effect of the model for reducing the response. Natural frequency and damping ratio of each model were estimated by the free vibration test. Tapering effect appears as the reduced wind speed is increased specially where the damping ratio of model has a higher value. At a lower value of damping ratio model tapering effect does not appears even a higher tapering ratio model it is.

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      목차 (Table of Contents)

      • Abstract
      • 1. 서론
      • 2. 공력진동실험
      • 3. 실험결과
      • 4. 결론
      • Abstract
      • 1. 서론
      • 2. 공력진동실험
      • 3. 실험결과
      • 4. 결론
      • 감사의 글
      • 참고문헌
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      참고문헌 (Reference)

      1 유기표, "풍하중을 받는 변단면 고층건물의 진동응답" 대한건축학회 21 (21): 75-83, 2005

      2 김영문 역, "실무자를 위한 건축물 풍동실험 가이드북 한국풍공학회" 1998

      3 유기표외 3인, "공력진동실험을 이용한 고층건물의 변장비 변화에 따른 횡방향 진동응답 V19 N10" 35-41, 2003

      4 김영문 외 2인, "건축물의 내풍설계" 한림원 2002

      5 K.R.Cooper, "Unsteady aerodynamic force measurements on a super-tall building with a tapered cross section Journal of Wind Engineering and Industrial Aerodynamics.. Vol.72 pp. 199" 1999

      6 A.G. Davenport, "The Response of Super tall Buildings to Wind Second Century of the Skyscraper Council on Tall Buildings and Urban Habitat" 705-, 1988

      7 M.Paz, "Structural Dynamics" chapman & hall : 1997

      8 A. Kareem, "Mitigation of Wind Induced Motion of Tall Building Journal of Wind Engineering and Industrial Aero-dynamics. Vol. 11. pp.273 Structural Systems to Improve Wind Induced Dynamic Performance of High Rise Building Journal of Wind Engineering and Industrial Aerodynamics. Vol.36 pp.213" 19835p.v.banavalkar1990

      9 A.Kareem, "Mitigation of Motions of Tall Buildings with Specific Examples of Recent Applications" (3) : 1999

      10 Tanagi Yugo, "Experimental Study on Wind-Response of Tapered Tall Buildings Force measurement Proceedings of AIJ" 33-, 1999

      1 유기표, "풍하중을 받는 변단면 고층건물의 진동응답" 대한건축학회 21 (21): 75-83, 2005

      2 김영문 역, "실무자를 위한 건축물 풍동실험 가이드북 한국풍공학회" 1998

      3 유기표외 3인, "공력진동실험을 이용한 고층건물의 변장비 변화에 따른 횡방향 진동응답 V19 N10" 35-41, 2003

      4 김영문 외 2인, "건축물의 내풍설계" 한림원 2002

      5 K.R.Cooper, "Unsteady aerodynamic force measurements on a super-tall building with a tapered cross section Journal of Wind Engineering and Industrial Aerodynamics.. Vol.72 pp. 199" 1999

      6 A.G. Davenport, "The Response of Super tall Buildings to Wind Second Century of the Skyscraper Council on Tall Buildings and Urban Habitat" 705-, 1988

      7 M.Paz, "Structural Dynamics" chapman & hall : 1997

      8 A. Kareem, "Mitigation of Wind Induced Motion of Tall Building Journal of Wind Engineering and Industrial Aero-dynamics. Vol. 11. pp.273 Structural Systems to Improve Wind Induced Dynamic Performance of High Rise Building Journal of Wind Engineering and Industrial Aerodynamics. Vol.36 pp.213" 19835p.v.banavalkar1990

      9 A.Kareem, "Mitigation of Motions of Tall Buildings with Specific Examples of Recent Applications" (3) : 1999

      10 Tanagi Yugo, "Experimental Study on Wind-Response of Tapered Tall Buildings Force measurement Proceedings of AIJ" 33-, 1999

      11 "Effect of Building Shape on Wind-Induced Response of Tall Building Journal of Wind Engineering and Industrial Aerodynamics" 28 : 381-, 1988

      12 Young-Moon Kim, "Dynamic responses of a tapered tall building to wind loads Journal of Wind Engineering and Industrial Aerodynamics. Vol. 90 pp. 1771" 2002

      13 Daniel Schiff, "Dynamic Analysis and Failure Modes of Simple Structures" John Wiley & Sons Inc. 705-, 1990

      14 Y.Tamura, "Application of damping devices to suppress wind-induced response of buildings Journal of Wind Engineering and Industrial Aerodynamics. Vol. 74" 49-, 1998

      15 Nakayama M.Tanaka H, "An Aeroelastic Study on a Super-Tall Building With Tapered Section Proc. 11th National Symposium on Wind Engineering. pp.249" 254-, 1992

      16 M.Nakayama, "An Aeroelastic Study on A Super Tall building With Tapered Section" 1992

      17 Y.M.Kim, "Aerodynamic Methods for reducing bending and torsional vibrations of tall building Proc of the 10thInternational Conference on Wind Engineering" 673-, 1999

      18 "Aerodynamic Devices for Tall Building And Structures Journal. Of Engineering Mechanics" 03 (03): 1987

      19 B.J.Vickery, "A.G.Davenport The Role of Damp ing Mass and Stiffness in the Reduction of Wind Effects on Structures Journal of Wind Engineering and Industrial Aerodynamics. Vol. 11 pp.285" 1983

      20 N. Isyumov, "A.G. Davenport. Aerodynamic Methods For Mitigating Wind-Induced Building Motions" R. Dutton 462-, 1989

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
      2017-01-01 평가 우수등재학술지 선정 (계속평가)
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-03-25 학술지명변경 한글명 : 대한건축학회 논문집(구조계) -> 대한건축학회논문집 구조계
      외국어명 : Journal of the Architectural Institute of Korea(Structure & Construction) -> Journal of the Architectural Institute of Korea Structure & Construction
      KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.35 0.35 0.33
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.27 0.614 0.04
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