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      Proposed approach for determination of tributary areas for scattered pressure taps

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      https://www.riss.kr/link?id=A105887252

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      다국어 초록 (Multilingual Abstract)

      In wind load calculations based on pressure measurements, the concept of 'tributary area' is usually used. The literature has less guidance for a systematic computational methodology for calculating tributary areas, in general, and for scattered press...

      In wind load calculations based on pressure measurements, the concept of 'tributary area' is usually used. The literature has less guidance for a systematic computational methodology for calculating tributary areas, in general, and for scattered pressure taps, in particular. To the best of the author's knowledge, there is no generic mathematical equation that helps calculate the tributary areas for irregular pressure taps. Traditionally, the drawing of tributary boundaries for scattered and intensively distributed taps may not be feasible (a time and resource consuming task). To alleviate this problem, this paper presents a proposed numerical approach for tributary area calculations on rectangular surfaces. The approach makes use of the available coordinates of the pressure taps and the dimensions of the surface. The proposed technique is illustrated by two application examples: first, quasi-regularly distributed pressure taps, and second, taps that have scattered distribution on a rectangular surface. The accuracy and the efficacy of the approach are assessed, and a comparison with a traditional method is presented.

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      참고문헌 (Reference)

      1 Emil Simiu, "Wind-induced tall building response: a time-domain approach" 한국풍공학회 11 (11): 427-440, 2008

      2 Rosa, L., "Wind-induced dynamics and loads in a prismatic slender building: a modal approach based on unsteady pressure measurements" 107 : 118-130, 2012

      3 Datin, P.L., "Wind uplift reactions at roof-to-wall connections of wood-framed gable roof assembly" Australaian Wind Engineering Society 2007

      4 Endo, M., "Wind tunnel investigation of point pressure on TTU test building" 94 (94): 553-578, 2006

      5 Cheng, S.W., "Three-dimensional Delaunay mesh generation" 36 (36): 419-456, 2006

      6 Ludwig Buildings, "Quotation/Purchase Order Guide"

      7 Jeong, S.H., "Proper orthogonal decomposition of building wind pressure specified at non-uniformly distributed pressure taps" 87 (87): 1-14, 2000

      8 Aly, A. M., "On the Dynamics of Buildings Under Winds and Earthquakes: Response Prediction and Reduction" Politecnico di Milano 2009

      9 Uematsu, Y., "Model of wind pressure field on circular flat roofs and its application to load estimation" 96 (96): 1003-1014, 2008

      10 Lam, K.M., "Mode shape correction for wind-induced dynamic responses of tall buildings using time-domain computation and wind tunnel tests" 322 (322): 740-755, 2009

      1 Emil Simiu, "Wind-induced tall building response: a time-domain approach" 한국풍공학회 11 (11): 427-440, 2008

      2 Rosa, L., "Wind-induced dynamics and loads in a prismatic slender building: a modal approach based on unsteady pressure measurements" 107 : 118-130, 2012

      3 Datin, P.L., "Wind uplift reactions at roof-to-wall connections of wood-framed gable roof assembly" Australaian Wind Engineering Society 2007

      4 Endo, M., "Wind tunnel investigation of point pressure on TTU test building" 94 (94): 553-578, 2006

      5 Cheng, S.W., "Three-dimensional Delaunay mesh generation" 36 (36): 419-456, 2006

      6 Ludwig Buildings, "Quotation/Purchase Order Guide"

      7 Jeong, S.H., "Proper orthogonal decomposition of building wind pressure specified at non-uniformly distributed pressure taps" 87 (87): 1-14, 2000

      8 Aly, A. M., "On the Dynamics of Buildings Under Winds and Earthquakes: Response Prediction and Reduction" Politecnico di Milano 2009

      9 Uematsu, Y., "Model of wind pressure field on circular flat roofs and its application to load estimation" 96 (96): 1003-1014, 2008

      10 Lam, K.M., "Mode shape correction for wind-induced dynamic responses of tall buildings using time-domain computation and wind tunnel tests" 322 (322): 740-755, 2009

      11 Omura, G., "Mastering AutoCAD 2010 and AutoCAD LT 2010" Wiley Publishing, Inc 2009

      12 Attaway, S., "MATLAB: A Practical Introduction to Programming and Problem Solving" Butterworth-Heinemann 2009

      13 Kim, W., "Interference effects on local peak pressures between two buildings" 99 : 584-600, 2011

      14 Aly, A. M., "Full-scale aerodynamic testing of a loose concrete roof paver system" 44 : 60-270, 2012

      15 Liu, Z., "Field measurement and wind tunnel simulation of hurricane wind loads on a single family dwelling" 31 (31): 2265-2274, 2009

      16 Aly, A. M., "Dynamics and control of high-rise buildings under multidirectional wind loads" 549-621, 2011

      17 Main, J., "Database-assisted design for wind: concepts, software, and examples for rigid and flexible buildings"

      18 De Berg, M., "Computational Geometry: Algorithms and Applications" Springer-Verlag 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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