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      https://www.riss.kr/link?id=A75915566

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      다국어 초록 (Multilingual Abstract)

      Many investigations for reducing wind-induced vibrations of tall building have been conducted. One of them is adding an auxilIary damping device to the building so increase damping ratio of building and reducing responses of the building. In this paper, a passive TLD attached on the top of the aeroelastic building model of which has different side ratio of 2 and 3 and of which aspect raio is 8, was used for wind tunnel test. The boundary layer flow representing suburban area was simulated with normal direction is normal to the small face of the building model. The rms across-wind displacements at the top of the building model which was caused mainly by vortex-induced excitation were measured. It was found out that the effect of vortex-induced excitations of tall building is reduced effect of vortex-induced excitations of tall building 15 TLDs which have mass ratio of 1%-2% and frequency ratio of 0 95-1 05 were used for test. From the test results, maximum TLD effects for reducing vortex-induced excitations appears at the mass ratio of 15% and frequency ratio of 1%.
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      Many investigations for reducing wind-induced vibrations of tall building have been conducted. One of them is adding an auxilIary damping device to the building so increase damping ratio of building and reducing responses of the building. In this pape...

      Many investigations for reducing wind-induced vibrations of tall building have been conducted. One of them is adding an auxilIary damping device to the building so increase damping ratio of building and reducing responses of the building. In this paper, a passive TLD attached on the top of the aeroelastic building model of which has different side ratio of 2 and 3 and of which aspect raio is 8, was used for wind tunnel test. The boundary layer flow representing suburban area was simulated with normal direction is normal to the small face of the building model. The rms across-wind displacements at the top of the building model which was caused mainly by vortex-induced excitation were measured. It was found out that the effect of vortex-induced excitations of tall building is reduced effect of vortex-induced excitations of tall building 15 TLDs which have mass ratio of 1%-2% and frequency ratio of 0 95-1 05 were used for test. From the test results, maximum TLD effects for reducing vortex-induced excitations appears at the mass ratio of 15% and frequency ratio of 1%.

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      목차 (Table of Contents)

      • ABSTRACT
      • 1. 서론
      • 2. TLD의 최적 파라메타
      • 3. 공력진동실험
      • 4. 실험결과 및 분석
      • ABSTRACT
      • 1. 서론
      • 2. TLD의 최적 파라메타
      • 3. 공력진동실험
      • 4. 실험결과 및 분석
      • 5. 결론
      • 감사의 글
      • 참고문헌
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      참고문헌 (Reference)

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

      2 유기표 외 3인, "공력진동실험을 이용한 고층건물의 변장비 변화에 따른 횡방향 진동응답" 19 (19): 35-41, 2003

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

      4 Sun, "for Suppressing horizontal motion of structures. Journal of Engineering Mechanics" 2017-118 2030, 19921992

      5 J. E. Cermark, "Wind-Tunnel Simulation of Wind-Structure Interactions" 19791979.

      6 M. Poole, "Wind Induced Torque on Square and Rectangular Building Shapes" 1983

      7 E. Simiu, "Wind Effect on Structures 3rd Ed." John Wiley & Sons 1996

      8 H.Kawai, "Vortex Induced Vibration of Tall Building Journal of Wind Engineering and Industrial Aerodynamics" 41 117-44 128, 1992

      9 No. 12, "Vibration Control by Multiple Tuned Liquid Dampers Journal of Structural Engineering" 119 : 1993

      10 Ph.D, "Vibratio Control of Wind-Excited Tall/Slender Structures University of Sydney" 1991

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

      2 유기표 외 3인, "공력진동실험을 이용한 고층건물의 변장비 변화에 따른 횡방향 진동응답" 19 (19): 35-41, 2003

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

      4 Sun, "for Suppressing horizontal motion of structures. Journal of Engineering Mechanics" 2017-118 2030, 19921992

      5 J. E. Cermark, "Wind-Tunnel Simulation of Wind-Structure Interactions" 19791979.

      6 M. Poole, "Wind Induced Torque on Square and Rectangular Building Shapes" 1983

      7 E. Simiu, "Wind Effect on Structures 3rd Ed." John Wiley & Sons 1996

      8 H.Kawai, "Vortex Induced Vibration of Tall Building Journal of Wind Engineering and Industrial Aerodynamics" 41 117-44 128, 1992

      9 No. 12, "Vibration Control by Multiple Tuned Liquid Dampers Journal of Structural Engineering" 119 : 1993

      10 Ph.D, "Vibratio Control of Wind-Excited Tall/Slender Structures University of Sydney" 1991

      11 N. Isyumov, "The Aeroelastic Modeling of Tall Building Wind Tunnel Modeling for Civil Engineering Applications" 373-407, 1982

      12 C.C.Chang, "Suppression of Vortex-Excited Vibration of Tall Building Using Tuned Liquid Dampers" 225-237, 1999

      13 A. Kareem, "Reduction of Wind Induced Motion Utilizing a Tuned Sloshing Damper Journal of Wind Engineering and Industrial Aerodynamics" 725-737, 1990

      14 A. Kareem, "Mitigation of Wind Induced Motion of Tall Buildings Journal of Wind Engineering and Industrial Aerodynamics" 273-284, 1983

      15 A.Kareem, "Mitigation of Motion of Tall Buildings with Recent Applications" 201-251, 1999

      16 P.Chaiseri, "Interaction of Tuned Liquid Damper(TLD) and Structure-Theory, Experimental Verification and Application" 103-112, 1995

      17 A. Kareem, "Fluctuating Wind Load on Buildings" 1086-1102, 1982

      18 M.Abe, "Design Formulas for Tuned Mass Dampers Based on a Perturbation Technique" 833-854, 1993

      19 H. Kawai, "Bending and Torsional Vibration of Tall Building in Strong Wind Journal of Wind Engineering and Industrial Aerodynamics" 281-288, 1993

      20 Y.Fujono, "A Simple Estimation of Across-wind Response of Tall Buildings with Tuned Liquid Damper" (76) : 37-54, 1998

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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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