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      KCI등재 SCIE SCOPUS

      Structural analysis and optimization of large cooling tower subjected to wind loads based on the iteration of pressure

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      https://www.riss.kr/link?id=A104817198

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      다국어 초록 (Multilingual Abstract)

      The wind load is always the dominant load of cooling tower due to its large size, complex geometry and thin-wall structure. At present, when computing the wind-induced response of the large-scale cooling tower, the wind pressure distribution is obtain...

      The wind load is always the dominant load of cooling tower due to its large size, complex geometry and thin-wall structure. At present, when computing the wind-induced response of the large-scale cooling tower, the wind pressure distribution is obtained based on code regulations, wind tunnel test or computational fluid dynamic (CFD) analysis, and then is imposed on the tower structure. However, such method fails to consider the change of the wind load with the deformation of cooling tower, which may result in error of the wind load. In this paper, the analysis of the large cooling tower based on the iterative method for wind pressure is studied, in which the advantages of CFD and finite element method (FEM) are combined in order to improve the accuracy. The comparative study of the results obtained from the code regulations and iterative method is conducted. The results show that with the increase of the mean wind speed, the difference between the methods becomes bigger. On the other hand, based on the design of experiment (DOE), an approximate model is built for the optimal design of the large-scale cooling tower by a two-level optimization strategy, which makes use of code-based design method and the proposed iterative method. The results of the numerical example demonstrate the feasibility and efficiency of the proposed method.

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      참고문헌 (Reference)

      1 Shi, Y.J., "Test method of cooling tower" 9 : 1-31, 1979

      2 Viladkar, M. N., "Static soil–structure interaction response of hyperbolic cooling towers to symmetrical wind loads" 28 : 1236-1251, 2006

      3 Zhao, S. A., "Salt water cooling tower" China Water Power Press 2006

      4 Wu, J. K., "Retrospect and prospect about structural analysis of large cooling tower" 18 (18): 1-5, 1996

      5 Architectural Institute of Japan, "Recommendations for loads on building" Architectural Institute of Japan 1996

      6 Liu, M. H., "Optimized calculation and model selection of double curved cooling towers" 10 : 35-41, 2000

      7 Shen, G. H., "Numerical simulation of wind load on cooling towers under double-tower condition" 41 (41): 1017-1022, 2007

      8 Bao, K. Y., "Numerical simulation of mean wind load on large hyperbolic cooling tower" 27 (27): 650-655, 2009

      9 Noorzaei, J., "Nonlinear interative analysis of cooling tower–foundation–soil interaction under unsymmetrical wind load" 44 : 997-1005, 2006

      10 Hyuk, C. N., "Nonlinear behavior and ultimate load bearing capacity of reinforced concrete natural draught cooling tower shell" 28 : 399-410, 2006

      1 Shi, Y.J., "Test method of cooling tower" 9 : 1-31, 1979

      2 Viladkar, M. N., "Static soil–structure interaction response of hyperbolic cooling towers to symmetrical wind loads" 28 : 1236-1251, 2006

      3 Zhao, S. A., "Salt water cooling tower" China Water Power Press 2006

      4 Wu, J. K., "Retrospect and prospect about structural analysis of large cooling tower" 18 (18): 1-5, 1996

      5 Architectural Institute of Japan, "Recommendations for loads on building" Architectural Institute of Japan 1996

      6 Liu, M. H., "Optimized calculation and model selection of double curved cooling towers" 10 : 35-41, 2000

      7 Shen, G. H., "Numerical simulation of wind load on cooling towers under double-tower condition" 41 (41): 1017-1022, 2007

      8 Bao, K. Y., "Numerical simulation of mean wind load on large hyperbolic cooling tower" 27 (27): 650-655, 2009

      9 Noorzaei, J., "Nonlinear interative analysis of cooling tower–foundation–soil interaction under unsymmetrical wind load" 44 : 997-1005, 2006

      10 Hyuk, C. N., "Nonlinear behavior and ultimate load bearing capacity of reinforced concrete natural draught cooling tower shell" 28 : 399-410, 2006

      11 Waszczyszyn, Z., "Nonlinear analysis of a RC cooling tower with geometrical imperfections and a technological cut-out" 22 : 480-489, 2000

      12 Busch, D., "New natural draft cooling tower of 200m of height" 24 : 1509-1521, 2002

      13 GB, "Load code for the design of building structures" China Architecture & Building Press 2002

      14 Bruno, J., "Incremental analysis of time-dependent effects in composite Structures" 73 : 425-435, 1999

      15 Chen, W.F., "Handbook of structural engineering" CRC Press 2005

      16 Li, J. Y., "Experiment study and finite element analysis of a natural draft cooling tower" 3 (3): 443-447, 2007

      17 Montgomery, D. C., "Design and Analysis of Experiments, 7rded" John Wiley and Sons 2008

      18 Rafat, A.W., "Cross winds effect on the performance of natural draft wet cooling towers" 49 : 218-224, 2010

      19 GB/T, "Code for design of cooling for industrial recirculating water" China Planning Press 2003

      20 Meroney, R. N., "CFD prediction of cooling tower drift" 94 : 463-490, 2006

      21 Mohammadi, B., "Analysis of the K-epsilon turbulence model" Wiley 1993

      22 Holland, J. H., "Adaptation in natural and artificial systems: An introductory analysis with applications to biology, control, and artificial intelligence" University of Michigan Press 1975

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      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
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      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
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      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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