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      KCI등재 SCIE SCOPUS

      Vortex excitation model. Part II.application to real structures and validation

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      https://www.riss.kr/link?id=A104990945

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      다국어 초록 (Multilingual Abstract)

      This paper presents results of calculations performed according to our own semi-empirical mathematical model of critical vortex excitation. All calculations are carried out using own computer program, which allows the simulation of both the across-wind action caused by vortices and the lateral response of analysed structures. Vortex excitation simulations were performed in real time taking into account wind-structure interaction. Several structures of circular cross-sections were modelled using a FEM program and calculated under the action of critical vortex excitation. Six steel chimneys, six concrete chimneys and two concrete towers were considered. The method of selection and estimation of the experimental parameters describing the model are also presented. Finally, the results concerning maximum lateral top displacements of the structures are compared with available full-scale data for steel and concrete chimneys.
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      This paper presents results of calculations performed according to our own semi-empirical mathematical model of critical vortex excitation. All calculations are carried out using own computer program, which allows the simulation of both the across-win...

      This paper presents results of calculations performed according to our own semi-empirical mathematical model of critical vortex excitation. All calculations are carried out using own computer program, which allows the simulation of both the across-wind action caused by vortices and the lateral response of analysed structures. Vortex excitation simulations were performed in real time taking into account wind-structure interaction. Several structures of circular cross-sections were modelled using a FEM program and calculated under the action of critical vortex excitation. Six steel chimneys, six concrete chimneys and two concrete towers were considered. The method of selection and estimation of the experimental parameters describing the model are also presented. Finally, the results concerning maximum lateral top displacements of the structures are compared with available full-scale data for steel and concrete chimneys.

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      참고문헌 (Reference)

      1 Christensen, O., "Wind forces on and excitation of a 130 m concrete chimney" 3 (3): 61-77, 1978

      2 Lipecki, T., "Vortex excitation of steel chimneys with corrosion" 164 : 233-243, 2011

      3 Vickery, B.J., "The response of reinforced concrete structures to vortex shedding" 6 (6): 324-333, 1984

      4 Waldeck, J. L., "The measured and predicted response of a 300m concrete chimney" 41 : 229-240, 1992

      5 Pritchard B. N., "Steel chimney oscillations : a comparative study of their reported performance versus predictions using existing design techniques" 6 : 315-323, 1984

      6 Piotr Górski, "Some aspects of the dynamic cross-wind response of tall industrial chimney" 한국풍공학회 12 (12): 259-279, 2009

      7 Melbourne, W. H., "Response to wind action of 265-m Mount Isa stack" 109 (109): 2561-2577, 1983

      8 Ruscheweyh H., "Practical experiences with wind-induced vibrations" 33 : 211-218, 1990

      9 Galemann, T., "Measurements of wind induced vibrations of a full-scale steel chimney" 41-44 : 241-252, 1992

      10 Waldeck, J.L., "Measurement of wind effects on a 300m concrete chimney – reference parameters" 32 : 199-210, 1989

      1 Christensen, O., "Wind forces on and excitation of a 130 m concrete chimney" 3 (3): 61-77, 1978

      2 Lipecki, T., "Vortex excitation of steel chimneys with corrosion" 164 : 233-243, 2011

      3 Vickery, B.J., "The response of reinforced concrete structures to vortex shedding" 6 (6): 324-333, 1984

      4 Waldeck, J. L., "The measured and predicted response of a 300m concrete chimney" 41 : 229-240, 1992

      5 Pritchard B. N., "Steel chimney oscillations : a comparative study of their reported performance versus predictions using existing design techniques" 6 : 315-323, 1984

      6 Piotr Górski, "Some aspects of the dynamic cross-wind response of tall industrial chimney" 한국풍공학회 12 (12): 259-279, 2009

      7 Melbourne, W. H., "Response to wind action of 265-m Mount Isa stack" 109 (109): 2561-2577, 1983

      8 Ruscheweyh H., "Practical experiences with wind-induced vibrations" 33 : 211-218, 1990

      9 Galemann, T., "Measurements of wind induced vibrations of a full-scale steel chimney" 41-44 : 241-252, 1992

      10 Waldeck, J.L., "Measurement of wind effects on a 300m concrete chimney – reference parameters" 32 : 199-210, 1989

      11 Lipecki, T., "Influence of corrosion of steel chimneys on its response under vortex excitation" 2007

      12 Sanada, S., "Full scale measurements of wind force acting on a 200m concrete chimney and the chimney response" 43 : 2165-2176, 1992

      13 Ruscheweych, H., "Crosswind vibrations of steel stacks. – Critical comparison between some recently proposed codes" 225-235, 1987

      14 Kawecki J., "Cross-wind vibrations of steel chimneys-A new case history" 95 : 1166-1175, 2007

      15 ESDU Int. Ltd., "Circular-cylindrical structures: dynamic response to vortex shedding, Part I: calculation procedures and derivation"

      16 Cheng, C.M., "Acrosswind response of reinforced concrete chimneys" 41-42 : 2141-2152, 1992

      17 Piotr Górski, "A comparative study of along and cross-wind responses of a tall chimney with and without flexibility of soil" 한국풍공학회 11 (11): 121-135, 2008

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      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

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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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