RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      KCI등재 SCIE SCOPUS

      Computational assessment of blockage and wind simulator proximity effects for a new full-scale testing facility

      한글로보기

      https://www.riss.kr/link?id=A104999129

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      A new full scale testing apparatus generically named the Wall of Wind (WoW) has been built by the researchers at the International Hurricane Research Center (IHRC) at Florida International University (FIU). WoW is capable of testing single story build...

      A new full scale testing apparatus generically named the Wall of Wind (WoW) has been built by the researchers at the International Hurricane Research Center (IHRC) at Florida International University (FIU). WoW is capable of testing single story building models subjected up to category 3 hurricane wind speeds. Depending on the relative model and WoW wind field sizes, testing may entail blockage issues. In addition, the proximity of the test building to the wind simulator may also affect the aerodynamic data. This study focuses on the Computational Fluid Dynamics (CFD) assessment of the effects on the quality of the aerodynamic data of (i) blockage due to model buildings of various sizes and (ii) wind simulator proximity for various distances between the wind simulator and the test building. The test buildings were assumed to have simple parallelepiped shapes. The computer simulations were performed under both finite WoW wind-field conditions and in an extended Atmospheric Boundary Layer (ABL) wind flow. Mean pressure coefficients for the roof and the windward and leeward walls served as measures of the blockage and wind simulator proximity effects. The study uses the commercial software FLUENT with Reynolds Averaged Navier Stokes equations and a Renormalization Group (RNG) k-? turbulence model. The results indicated that for larger size test specimens (i.e. for cases where the height of test specimen is larger than one third of the wind field height) blockage correction may become necessary. The test specimen should also be placed at a distance greater than twice the height of the test specimen from the fans to reduce proximity effect.

      더보기

      참고문헌 (Reference)

      1 Richards, P.J, "Wind-tunnel modelling of the Silsoe Cube" 95 : 1384-1399, 2007

      2 Stathopoulos, T, "Wind loads on low buildings: in the wake of Alan Davenport's contributions" 91 (91): 1565-1585, 2003

      3 Choi, E.C.C, "Variation of Wind-driven Rain Intensity with Building Orientation" 6 : 122-130, 2000

      4 Stathopoulos, T, "Using Computational Fluid Dynamics (CFD) for pedestrian winds" 2004

      5 Huang, P, "Turbulence Simulation of Small-Scale Wall of Wind Flows" 2008

      6 Holscher, N, "Towards quality assurance for wind tunnel tests: A comparative testing program of the Windtechnologische Gesellschaft" 74 : 599-608, 1998

      7 Tamura, T, "Towards practical use of LES in wind engineering" 2006

      8 Dehai Jiang, "Systematic influence of different building spacing, height and layout on mean wind and turbulent characteristics within and over urban building arrays" 한국풍공학회 11 (11): 275-289, 2008

      9 Hangan, H, "Swirl ratio effects on tornado vortices in relation to the Fujita scale" 11 (11): 291-302, 2008

      10 K.M. Lam, "Reliability of numerical computation of pedestrian-level wind environment around a row of tall buildings" 한국풍공학회 9 (9): 473-492, 2006

      1 Richards, P.J, "Wind-tunnel modelling of the Silsoe Cube" 95 : 1384-1399, 2007

      2 Stathopoulos, T, "Wind loads on low buildings: in the wake of Alan Davenport's contributions" 91 (91): 1565-1585, 2003

      3 Choi, E.C.C, "Variation of Wind-driven Rain Intensity with Building Orientation" 6 : 122-130, 2000

      4 Stathopoulos, T, "Using Computational Fluid Dynamics (CFD) for pedestrian winds" 2004

      5 Huang, P, "Turbulence Simulation of Small-Scale Wall of Wind Flows" 2008

      6 Holscher, N, "Towards quality assurance for wind tunnel tests: A comparative testing program of the Windtechnologische Gesellschaft" 74 : 599-608, 1998

      7 Tamura, T, "Towards practical use of LES in wind engineering" 2006

      8 Dehai Jiang, "Systematic influence of different building spacing, height and layout on mean wind and turbulent characteristics within and over urban building arrays" 한국풍공학회 11 (11): 275-289, 2008

      9 Hangan, H, "Swirl ratio effects on tornado vortices in relation to the Fujita scale" 11 (11): 291-302, 2008

      10 K.M. Lam, "Reliability of numerical computation of pedestrian-level wind environment around a row of tall buildings" 한국풍공학회 9 (9): 473-492, 2006

      11 B. Blocken, "Pedestrian wind conditions at outdoor platforms in a high-rise apartment building: generic sub-configuration validation, wind comfort assessment and uncertainty issues" 한국풍공학회 11 (11): 51-70, 2008

      12 Cóstola, D, "Overview of pressure coefficient data in building energy simulation and airflow network programs" 44 : 2027-2036, 2009

      13 Okajima, A, "Numerical study of blockage effects on aerodynamic characteristics of an oscillating rectangular cylinder" 67 (67): 91-102, 1997

      14 Moonen, P, "Numerical modeling of the flow conditions in a closedcircuit low-speed wind tunnel" 94 : 966-923, 2006

      15 Bitsuamlak, G.T, "Numerical evaluation of turbulent flows over complex terrains: A review" 17 (17): 135-145, 2004

      16 Wright, N.G, "Non-linear k-ε turbulence model results for flow over a building at fullscale" 27 (27): 1013-1033, 2003

      17 W.E. Lin, "Large-scale quasi-steady modelling of a downburst outflow using a slot jet" 한국풍공학회 9 (9): 419-440, 2006

      18 El-Okda, Y.M, "Large-eddy simulation of flow over a surface-mounted prism using a high-order finite-difference scheme" 96 (96): 900-912, 2008

      19 M. Tutar, "Large eddy simulation of a square cylinder flow: Modelling of inflow turbulence" 한국풍공학회 10 (10): 511-532, 2007

      20 Moonen, P, "Indicator for the evaluation of wind tunnel test section flow quality and application to a numerical closed-circuit wind tunnel" 94 : 1289-1314, 2007

      21 S. Camarri, "Hybrid RANS/LES simulations of a bluff-body flow" 한국풍공학회 8 (8): 407-426, 2005

      22 Lim, C.H, "Flow around a cube in a turbulent boundary layer: LES and experiment" 97 : 96-109, 2009

      23 Sengupta, A, "Experimental measurement and numerical simulation of an impinging jet with application to thunderstorm microburst winds" 96 (96): 345-365, 2008

      24 G. Bitsuamlak, "Effects of upstream two-dimensional hills on design wind loads: A computational approach" 한국풍공학회 9 (9): 37-58, 2006

      25 Peng Huang, "Development of devices and methods for simulation of hurricane winds in a full-scale testing facility" 한국풍공학회 12 (12): 151-177, 2009

      26 Gan Chowdhury, A, "Destructive Testing under Simulated Hurricane Effects to Promote Hazard Mitigation" 10 (10): 1-10, 2009

      27 Merrick, R, "Control of flow around a circular cylinder by the use of surface roughness" 2008

      28 Stathopoulos, T, "Computational wind engineering: Past achievements and future challenges" 67 (67): 509-532, 1997

      29 Cheng-Hsin Chang, "Computational fluid dynamics simulation of pedestrian wind in urban area with the effects of tree" 한국풍공학회 9 (9): 147-158, 2006

      30 Selvam, S.P, "Computation of pressures on Texas Tech university building using large eddy simulation" 67 (67): 647-657, 1997

      31 Tominaga, Y, "Comparison of various revised k-ε models and LES applied to flow around a high-rise building model with 1:1:2 shape placed within the surface boundary layer" 96 (96): 389-411, 2008

      32 Hong Huang, "CFD analysis of ventilation efficiency around an elevated highway using visitation frequency and purging flow rate" 한국풍공학회 9 (9): 297-313, 2006

      33 Franke, J, "Best practice guideline for the CFD simulation of flows in the urban environment"

      34 Bitsuamlak, G.T, "Application of computational wind engineering: A practical perspective" 5-7, 2006

      35 Bitsuamlak, G.T, "Application of a full-scale testing facility for assessing wind-driven rain intrusion" 44 : 2430-2441, 2009

      36 Gan Chowdhury, A, "Aerodynamic, hydro-aerodynamic, and destructive testing" 2009

      37 Tominaga, Y, "AIJ guidelines for practical applications of CFD to pedestrian wind environment around buildings" 96 : 1749-1761, 2008

      38 Tamura, T, "AIJ guide for numerical prediction of wind loads on buildings" 96 : 1974-1984, 2008

      39 Ning Zhang, "A large eddy simulation on the effect of buildings on urban flows" 한국풍공학회 9 (9): 23-35, 2006

      40 Blocken, B, "A Review of Wind-driven Rain Research in Building Science" 92 (92): 1079-1130, 2004

      41 Murakami, S, "3-D numerical simulation of airflow around a cubic model by means of the k-ε model" 31 : 283-303, 1988

      더보기

      동일학술지(권/호) 다른 논문

      동일학술지 더보기

      더보기

      분석정보

      View

      상세정보조회

      0

      Usage

      원문다운로드

      0

      대출신청

      0

      복사신청

      0

      EDDS신청

      0

      동일 주제 내 활용도 TOP

      더보기

      주제

      연도별 연구동향

      연도별 활용동향

      연관논문

      연구자 네트워크맵

      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

      인용정보 인용지수 설명보기

      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
      더보기

      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
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼