大型冷却塔结构分析的若干问题
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摘要
简要介绍大型自然通风冷却塔结构设计中所遇到的问题,以及冷却塔的应力分析、抗震分析、稳定性分析和风振等研究的进展.
Some problems concerning the design of natural draught cooling tower structures are reviewed, including theoretical and experimental investigations of statics,dynamics,buckling and wind-induced vibration of natural draught cooling towers.
Some problems concerning the design of natural draught cooling tower structures are reviewed, including theoretical and experimental investigations of statics,dynamics,buckling and wind-induced vibration of natural draught cooling towers.
引文
1武际可.大型冷却塔结构分析的回顾与展望.力学与实践, 1996,18(6):1-5(Wu Jike.Review and evaluation on structural analysis of natural draught cooling tower.Mechanics in Engineering,1996,18(6):1-5(in Chinese))
2 Zahlten W,Borri C.Time-domain simulation of the nonlinear response of cooling tower shells subjected to stochastic wind loading.Engineering Structures,1998,20(10): 881-889
3 Waszczyszyn Z,Pabisek E,Pamin J,et al.Nonlinear analysis of a RC cooling tower with geometrical imperfections and a technological cut-out.Engineering Structures,2000, 22(5):480-489
4 GB/T50102-2003.工业循环水冷却设计规范.北京:中国计划出版社,2003
5 Clough RW.Dynamics of Structure.New York:McGraw—Hill, 1993
6 GB/50191-93.构筑物抗震设计规范.北京:中国计划出版社, 1993
7 Sabouri-Ghomi S,Nik FA,Roufegarinejad A,et al.Numerical study of the nonlinear dynamic behaviour of reinforced concrete cooling towers under earthquake excitation.Advances in Sturctural Engineering,2006,9(3):433-442
8 Nasir AM,Thambiratnam DP,Butler D,et al.Dynamics of axisymmetric hyperbolic shell structures.Thin- Walled Structures,2002,40(7-8):665-690
9薛文,白国良,姚友成等.超大型双曲冷却塔考虑不同场地类型的地震性能研究.水利与建筑工程学报,2010,8(4):224-226 (Xue Wen,Bai Guoliang,Yao Youcheng,et al.Study on seismic response of hyperbolic natural draught cooling towers for different sites.Journal of Water Resources and Architectural Engineering,2010,8(4):224-226(in Chinese))
10柯世堂,赵林,葛耀君.超大型冷却塔结构风振与地震作用影响比较.哈尔滨工业大学学报,2010,42(10):1635-1641(Ke Shitang, Zhao Lin,Ge Yaojun.Effects on wing-introduced vibration and seismic response of hyperbolic natural draught cooling tower.Journal of Haerbin Polytechnical University, 2010,42(10):1635-1641(in Chinese))
11 Sabouri-Ghomi S,Kharrazi MHK,Javidan P.Effect of stiffening rings on buckling stability of R.C.hyperbolic cooling towers.Thin-Walled Structures,2006,44(2):152-158
12 Mahmoud B,Gupta AK.Inelastic large displacement behavior and buckling of cooling tower.Journal of Structural Engineering,1995,121(6):981-985
13 Noh HC.Ultimate strength of large scale reinforced concrete thin shell structures.Thin-Walled Structures,2005, 43(9):1418-1443
14王爱勤,赵冬.基于有限元法的冷却塔结构开孔问题.西北大学学报:自然科学网络版,2009,7(2):10-15(Wang Aiqin, Zhao Dong.Research on the hyperbolic cooling tower with openings by finite element method.Journal of Northwest University,2009,7(2):10-15(in Chinese))
15 Krivoshapko SN.Static,vibration and buckling analyses and applications to one-sheet hyperboloidal shells of revolution. Appl.Mech.Rev.,2002,55(3):241-270
2 Zahlten W,Borri C.Time-domain simulation of the nonlinear response of cooling tower shells subjected to stochastic wind loading.Engineering Structures,1998,20(10): 881-889
3 Waszczyszyn Z,Pabisek E,Pamin J,et al.Nonlinear analysis of a RC cooling tower with geometrical imperfections and a technological cut-out.Engineering Structures,2000, 22(5):480-489
4 GB/T50102-2003.工业循环水冷却设计规范.北京:中国计划出版社,2003
5 Clough RW.Dynamics of Structure.New York:McGraw—Hill, 1993
6 GB/50191-93.构筑物抗震设计规范.北京:中国计划出版社, 1993
7 Sabouri-Ghomi S,Nik FA,Roufegarinejad A,et al.Numerical study of the nonlinear dynamic behaviour of reinforced concrete cooling towers under earthquake excitation.Advances in Sturctural Engineering,2006,9(3):433-442
8 Nasir AM,Thambiratnam DP,Butler D,et al.Dynamics of axisymmetric hyperbolic shell structures.Thin- Walled Structures,2002,40(7-8):665-690
9薛文,白国良,姚友成等.超大型双曲冷却塔考虑不同场地类型的地震性能研究.水利与建筑工程学报,2010,8(4):224-226 (Xue Wen,Bai Guoliang,Yao Youcheng,et al.Study on seismic response of hyperbolic natural draught cooling towers for different sites.Journal of Water Resources and Architectural Engineering,2010,8(4):224-226(in Chinese))
10柯世堂,赵林,葛耀君.超大型冷却塔结构风振与地震作用影响比较.哈尔滨工业大学学报,2010,42(10):1635-1641(Ke Shitang, Zhao Lin,Ge Yaojun.Effects on wing-introduced vibration and seismic response of hyperbolic natural draught cooling tower.Journal of Haerbin Polytechnical University, 2010,42(10):1635-1641(in Chinese))
11 Sabouri-Ghomi S,Kharrazi MHK,Javidan P.Effect of stiffening rings on buckling stability of R.C.hyperbolic cooling towers.Thin-Walled Structures,2006,44(2):152-158
12 Mahmoud B,Gupta AK.Inelastic large displacement behavior and buckling of cooling tower.Journal of Structural Engineering,1995,121(6):981-985
13 Noh HC.Ultimate strength of large scale reinforced concrete thin shell structures.Thin-Walled Structures,2005, 43(9):1418-1443
14王爱勤,赵冬.基于有限元法的冷却塔结构开孔问题.西北大学学报:自然科学网络版,2009,7(2):10-15(Wang Aiqin, Zhao Dong.Research on the hyperbolic cooling tower with openings by finite element method.Journal of Northwest University,2009,7(2):10-15(in Chinese))
15 Krivoshapko SN.Static,vibration and buckling analyses and applications to one-sheet hyperboloidal shells of revolution. Appl.Mech.Rev.,2002,55(3):241-270
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