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      Wind tunnel study of wind structure at a mountainous bridge location

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      https://www.riss.kr/link?id=A104983127

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      다국어 초록 (Multilingual Abstract)

      Wind tunnel tests of a 1/2200-scale mountainous terrain model have been carried out to investigate local wind characteristics at a bridge location in southeast Tibet, China. Flows at five key locations on the bridge at deck level were measured for 26 ...

      Wind tunnel tests of a 1/2200-scale mountainous terrain model have been carried out to investigate local wind characteristics at a bridge location in southeast Tibet, China. Flows at five key locations on the bridge at deck level were measured for 26 directions. It was observed that wind characteristics (including mean wind velocity and overall turbulence intensity) vary significantly depending on the approaching wind direction and measurement position. The wind inclination angle measured in the study fluctuated between -18 and +16 and the ratio of mean wind velocity to reference wind velocity was small when the wind inclination angles were large, especially for positive wind inclination angles. The design standard wind speed and the minimum critical wind speed for flutter rely on the wind inclination angle and should be determined from the results of such tests. The variation of wind speed with wind inclination angles should be of the asymmetry step type. The turbulence characteristics of the wind were found to be similar to real atmospheric flows.

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      참고문헌 (Reference)

      1 Hui, M. C. H., "Wind turbulence characteristics study at the Stonecutters Bridge site : Part I—Mean wind and turbulence intensities" 97 (97): 22-36, 2009

      2 Hui, M. C. H., "Wind turbulence characteristics study at the Stonecutters Bridge site : Part II : Wind power spectra, integral length scales and coherences" 97 (97): 48-59, 2009

      3 Cermak, J. E., "Wind tunnel studies of buildings and structures" American Society of Civil Engineers 1998

      4 Røkenes, K., "Wind tunnel simulation of terrain effects on wind farm siting" 12 (12): 391-410, 2009

      5 Simiu, E., "Wind effects on structures: fundamentals and applications to design" John Wiley & Sons, Inc 1996

      6 Tieleman, H. W., "Wind characteristics in the surface layer over heterogeneous terrain" 41 (41): 329-340, 1992

      7 Fujino, Y., "Wind Resistant Design of Bridges in Japan" Springer 2012

      8 Honshu-Shikoku Bridge Authority, "Wind Resistant Design Standard (in Japanese)"

      9 Batchelor, G. K., "The theory of homogeneous turbulence" Cambridge University Press 1953

      10 Harris, R. I., "The structure of strong winds" 1981

      1 Hui, M. C. H., "Wind turbulence characteristics study at the Stonecutters Bridge site : Part I—Mean wind and turbulence intensities" 97 (97): 22-36, 2009

      2 Hui, M. C. H., "Wind turbulence characteristics study at the Stonecutters Bridge site : Part II : Wind power spectra, integral length scales and coherences" 97 (97): 48-59, 2009

      3 Cermak, J. E., "Wind tunnel studies of buildings and structures" American Society of Civil Engineers 1998

      4 Røkenes, K., "Wind tunnel simulation of terrain effects on wind farm siting" 12 (12): 391-410, 2009

      5 Simiu, E., "Wind effects on structures: fundamentals and applications to design" John Wiley & Sons, Inc 1996

      6 Tieleman, H. W., "Wind characteristics in the surface layer over heterogeneous terrain" 41 (41): 329-340, 1992

      7 Fujino, Y., "Wind Resistant Design of Bridges in Japan" Springer 2012

      8 Honshu-Shikoku Bridge Authority, "Wind Resistant Design Standard (in Japanese)"

      9 Batchelor, G. K., "The theory of homogeneous turbulence" Cambridge University Press 1953

      10 Harris, R. I., "The structure of strong winds" 1981

      11 Tennekes, H., "The logarithmic wind profile" 30 (30): 234-238, 1973

      12 Berg, J., "The bolund experiment, Part I : Flow over a steep, three-dimensional hill" 141 (141): 219-243, 2011

      13 Peng Hu, "The appropriate shape of the boundary transition section for a mountain-gorge terrain model in a wind tunnel test" 한국풍공학회 20 (20): 15-36, 2015

      14 Bechmann, A., "The Bolund Experiment, Part II: Blind comparison of microscale flow models" 141 (141): 245-271, 2011

      15 Chen, Z. Q., "Terrain model test of wind field characteristics of the Aizhai Bridge (in Chinese)" Wind Engineering Research Center, Hunan University 2008

      16 Flay, R. G. J., "Structure of a rural atmospheric boundary layer near the ground" University of Canterbury 1978

      17 Standards Australia, "Structural design actions Part 2:Wind actions"

      18 Kaimal, J.C, "Spectral characteristics of surface-layer turbulence" 98 (98): 563-589, 1972

      19 Bowen, A. J., "Some complications from modelling the wind flow over complex terrain at small geometric scales" Monash University 1998

      20 Yeow, T. S., "Reproducing the Bolund experiment in wind tunnel" 18 (18): 153-169, 2015

      21 Von Karman, T., "Progress in the statistical theory of turbulence" 34 (34): 530-, 1948

      22 Ramechecandane, S., "Numerical investigations on wind flow over complex terrain" 36 (36): 273-296, 2012

      23 National Research Council of Canada, "National Building Code User's Guide-Structural Commentaries (Part 4), Canadian Commission on Building and Fire Codes" NRCC 2010

      24 Bowen, A. J., "Modelling of strong wind flows over complex terrain at small geometric scales" 91 (91): 1859-1871, 2003

      25 Chen, Z. Q., "Model test study of wind field characteristics of long-span bridge site in mountainous valley terrain (in Chinese)" 22 (22): 54-59, 2008

      26 Ministry of Communication of PRC, "JTG/T D60-01-2004 Wind-resistant Design Specification for Highway Bridges (in Chinese)" China Communications Press 2004

      27 Fu, J. Y., "Field measurements of boundary layer wind characteristics and wind-induced responses of super-tall buildings" 96 (96): 1332-1358, 2008

      28 Yongxin Yang, "Evaluation on bridge dynamic properties and VIV performance based on wind tunnel test and field measurement" 한국풍공학회 20 (20): 719-737, 2015

      29 European Committee for Standardization, "Eurocode 1: Actions on structures-Part 1-4: General actions-Wind actions"

      30 Simiu, E., "Design of buildings for wind a guide for ASCE 7-10 standard users and designers of special structures" John Wiley & Sons, Inc 2011

      31 Kwon, D. K., "Comparative study of major international wind codes and standards for wind effects on tall buildings" 51 : 23-35, 2013

      32 Zhu, L. D., "Buffeting response of long span cable-supported bridges under skew winds: field measurement and analysis" The Hong Kong Polytechnic University 2002

      33 American Society of Civil Engineers, "ASCE7-10 Minimum design loads for buildings and other structures" ASCE 2010

      34 Architectural Institute of Japan, "AIJ-2004 Recommendations for Loads on Buildings" AIJ 2004

      35 Blocken, B., "50 years of computational wind engineering : Past, present and future" 129 : 69-102, 2014

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      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
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      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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      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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