留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

大型冷却塔结构风致气动和气弹效应综合研究

赵林 展艳艳 王志男 梁誉文 刘晓鹏 程霄翔 张军锋 柯世堂 王小松 曹曙阳 葛耀君

赵林, 展艳艳, 王志男, 等. 大型冷却塔结构风致气动和气弹效应综合研究[J]. 实验流体力学, 2017, 31(3): 1-15. doi: 10.11729/syltlx20160201
引用本文: 赵林, 展艳艳, 王志男, 等. 大型冷却塔结构风致气动和气弹效应综合研究[J]. 实验流体力学, 2017, 31(3): 1-15. doi: 10.11729/syltlx20160201
Zhao Lin, Zhan Yanyan, Wang Zhinan, et al. Comprehensive investigation into wind-induced aerodynamic and aeroelastic effects of large cooling towers[J]. Journal of Experiments in Fluid Mechanics, 2017, 31(3): 1-15. doi: 10.11729/syltlx20160201
Citation: Zhao Lin, Zhan Yanyan, Wang Zhinan, et al. Comprehensive investigation into wind-induced aerodynamic and aeroelastic effects of large cooling towers[J]. Journal of Experiments in Fluid Mechanics, 2017, 31(3): 1-15. doi: 10.11729/syltlx20160201

大型冷却塔结构风致气动和气弹效应综合研究

doi: 10.11729/syltlx20160201
基金项目: 

国家自然科学基金项目 51678451

国家自然科学基金项目 50978203

科技部重大科技项目 核电超大型冷却塔结构研究及技术支持,2009ZX06004-010-HYJY

国家自然科学基金委优秀青年基金项目 51222809

教育部"新世纪优秀人才支持计划" NCET-13-0429

详细信息
    作者简介:

    赵林(1974-), 黑龙江牡丹江人, 教授, 博导。研究方向:桥梁和建筑结构风工程。通信地址:上海市四平路1239号同济大学风工程馆305室(200092)。E-mail:zhaolin@tongji.edu.cn

    通讯作者:

    展艳艳, E-mail:Zhan-yanyan@126.com

  • 中图分类号: TU973.2+13

Comprehensive investigation into wind-induced aerodynamic and aeroelastic effects of large cooling towers

  • 摘要: 大型冷却塔作为空间薄壁高耸结构,结构风效应突出,在设计中风荷载属重要的控制因素。本文系统地介绍了同济大学结构风工程研究团队在冷却塔结构抗风方向取得的研究进展,涉及风荷载特征与统计、结构风效应试验与分析、整体结构多目标优化、灾害气候条件荷载与效应分析和全过程集成软件平台开发等5个方面,在冷却塔结构抗风问题中的风荷载、结构响应和试验模型设计等方面得出相应结论。
  • 图  1  实测冷却塔及其周边厂房布置

    Figure  1.  The cooling tower and its surroundings

    图  2  原形冷却塔测压点

    Figure  2.  Pressure measurement distribution on the cooling tower

    图  3  沿环向表面脉动压力分布及实测数据最小二乘拟合曲线

    Figure  3.  Fitting curves of fluctuating wind pressure distribution along circumference based on least square method

    图  4  目标点风压与环向其它测点的空间相关性

    Figure  4.  Spatial correlation of wind pressure between the objective point and the other measuring points

    图  5  冷却塔表面环向非高斯区域划分示意

    Figure  5.  Sketch of non-Gaussian distribution area of wind pressure around the cooling tower

    图  6  徐州现场实测值与脉动风压公式计算结果对比

    Figure  6.  Comparison between measured and unified fitted fluctuating wind pressure in Xuzhou power station

    图  7  统一脉动风压与历次现场实测值对比

    Figure  7.  Comparison between unified fitted curves and historic on-spot measurements

    图  8  冷却塔气弹模型

    Figure  8.  Aeroelastic model of cooling tower

    图  9  大型冷却塔总脉动位移响应三维分布图

    Figure  9.  Three-dimensional distribution of total displacement resonant response of large cooling tower

    图  10  25种群塔比例系数

    Figure  10.  Distribution characteristics of 25 IF

    图  11  分项群塔比例系数取值

    Figure  11.  Distribution of multiple interference factors

    图  12  不同等效风荷载模式塔筒环向外侧配筋曲线比较

    Figure  12.  Comparison of reinforcement curves under different wind loads

    图  13  多目标等效静风荷载分布图

    Figure  13.  Distribution of multi-objective equivalent static wind load

    图  14  多目标等效静风荷载等值线图

    Figure  14.  Contour of multi-objective equivalent static wind load

    图  15  喉部断面环向风荷载分布曲线

    Figure  15.  Wind load distribution around throat section

    图  16  工况二等效目标响应误差分析

    Figure  16.  Error analysis of equivalent response under case 2

    图  17  主要优化变量

    Figure  17.  Main optimization variables

    图  18  最优塔型子午线型

    Figure  18.  Optimized tower shell meridian line

    图  19  优化塔型1在4种风荷载分布模式下的塔筒理论配筋量

    Figure  19.  Reinforcement ratios of recommended tower mode 1 under 4 wind load distributions

    图  20  优化效果

    Figure  20.  Optimization effect

    图  21  多风扇主动控制风洞示意图(日本宫崎大学)[60]

    Figure  21.  Multi-fans active control wind tunnel in Miyazaki university

    图  22  台风气候下B类工程地貌的平均风、紊流度、紊流积分尺度剖面模拟

    Figure  22.  Simulation of mean wind, turbulence and turbulence integral scale in the B terrain under typhoon condition

    图  23  台风气候与规范风荷载3类工程场地下的紊流度剖面

    Figure  23.  Turbulence intensity profile comparison between typhoon and code wind load at 3 engineering sites

    图  24  冷却塔环向风压相关系数

    Figure  24.  Circumferential wind pressure correlation coefficient of cooling tower

    图  25  龙卷风模拟器[49]

    Figure  25.  Tornado simulator in Tongji University

    图  26  龙卷风风洞示意图[49]

    Figure  26.  Sketch of tornado wind tunnel

    图  27  龙卷风三维风速和风压场

    Figure  27.  Three dimensional wind speed and pressure field of tornado

    图  28  冷却塔和龙卷风位置关系

    Figure  28.  Relative location of cooling tower and tornado

    图  29  测压点布置和编号

    Figure  29.  Arrangement and number of pressure taps

    图  30  r/rc=0.28时塔筒内外表面风压系数

    Figure  30.  Wind load distribution with r/rc=0.28

    图  31  r/rc=0.52时塔筒内外表面风压系数

    Figure  31.  Wind load distribution with r/rc=0.52

    图  32  r/rc=0.84时塔筒内外表面风压系数

    Figure  32.  Wind load distribution with r/rc=0.84

    图  33  WindLock软件分项功能示例

    Figure  33.  Demonstration of WindLock software platform

    表  1  脉动风压分布统一拟合式及拟合参数

    Table  1.   Uniform fitting formula and fitting parameters of fluctuating wind pressure distribution

    表  2  冷却塔气弹模型等效梁格设计方法与传统方法比较

    Table  2.   Comparison between equivalent beam-net method and traditional method

    表  3  冷却塔气弹模型设计参数与实测值

    Table  3.   Design parameters and measurement values of cooling tower model

    表  4  主要优化变量

    Table  4.   Main optimization variables

    表  5  优化塔型1与初始塔型性能对比

    Table  5.   Comparison between optimized and initial tower

    表  6  3种典型工程场地台风与良态气候模式风环境参数比较(百年设计风速)

    Table  6.   Parameter comparison between typhoon and normal wind at 3 typical engineering sites

  • [1] 李鹏飞, 赵林, 葛耀君, 等.超大型冷却塔风荷载特性风洞试验研究[J].工程力学, 2008, 25(6): 60-67. http://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200806012.htm

    Li P F, Zhao L, Ge Y J, et al. Wind tunnel investigation on wind load characteristics for super large cooling towers[J]. Engineering Mechanics, 2008, 25(6): 60-67. http://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200806012.htm
    [2] 赵林, 李鹏飞, 葛耀君.等效静风荷载下超大型冷却塔受力性能分析[J].工程力学, 2008, 25(7): 79-86. http://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200807020.htm

    Zhao L, Li P F, Ge Y J. Numerical investigation on performance of super large cooling towers under equivalent static wind load[J]. Engineering Mechanics, 2008, 25(7): 79-86. http://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200807020.htm
    [3] Zhao L, Ge Y J. Wind loading characteristics of super-large cooling towers[J]. Wind and Structures, 2010, 13(3): 257-273. doi: 10.12989/was.2010.13.3.257
    [4] Cao S, Wang J, Cao J, et al. Experimental study of wind pressures acting on a cooling tower exposed to stationary tornado-like vortices[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2015, 145: 75-86. doi: 10.1016/j.jweia.2015.06.004
    [5] Cheng X X, Zhao L, Ge Y J. Multiple loading effects on wind-induced static performance of super-large cooling towers[J]. International Journal of Structural Stability and Dynamics, 2013, 13(8): 1-13. doi: 10.1142/S0219455413500399?queryID=%24%7BresultBean.queryID%7D
    [6] 李鹏飞. 脉动风特性及其对桥梁主梁断面的抖振作用研究[D]. 上海: 同济大学, 2007.

    Li P F. Research on turbulent wind characteristics and its effects on buffeting responses of bridge girder sections[D]. Shanghai: Tongji University, 2007.
    [7] 操金鑫, 赵林, 葛耀君, 等.双曲线圆截面建筑结构雷诺数效应模拟实践[J].实验流体力学, 2009, 23(4): 46-50, 55. http://www.syltlx.com/CN/abstract/abstract9777.shtml

    Cao J X, Zhao L, Ge Y J, et al. Practice on simulation of Reynolds number effects for the hyperbolic circular section structures[J]. Journal of Experiments in Fluid Mechanics, 2009, 23(4): 46-50, 55. http://www.syltlx.com/CN/abstract/abstract9777.shtml
    [8] 董锐, 赵林, 葛耀君, 等.双曲圆截面冷却塔壁面粗糙度对其绕流动态特性影响[J].空气动力学学报, 2013, 31(2): 250-259. doi: 10.7638/kqdlxxb-2011.0310

    Dong R, Zhao L, Ge Y J, et al. Investigation of surface roughness and its influence to flow dynamic characteristics of hyperbolic cooling tower[J]. Acta Aerodynamica Sinica, 2013, 31(2): 250-259. doi: 10.7638/kqdlxxb-2011.0310
    [9] 刘天成, 赵林, 丁志斌.圆形截面冷却塔不同表面粗糙度时绕流特性的试验研究[J].工业建筑, 2006, 36: 301-304. doi: 10.3321/j.issn:1000-8993.2006.z1.088

    Liu T C, Zhao L, Ding Z B. Test research of flow feature for hyperbolic circular section cooling tower with different superfacial roughness[J]. Industrial Construction, 2006, 36: 301-304. doi: 10.3321/j.issn:1000-8993.2006.z1.088
    [10] Liu X P, Zhao L, Ge Y J. Extreme value distribution of surface aerodynamic pressure of hyperbolic cooling tower[C]. The 7th international colloquium on bluff body areodynamics and applications, Shanghai, 2012.
    [11] Zhang J F, Ge Y J, Zhao L. Influence of latitude wind pressure distribution on the responses of hyperbolodial cooling tower shell[J]. Wind and Structures, 2013, 16(6): 579-601. doi: 10.12989/was.2013.16.6.579
    [12] Zhao L, Ge Y J, Ahsan K. Fluctuating Wind Pressure Distribution around Full-scale Cooling Tower[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2017, 165: 34-45. http://www.sciencedirect.com/science/article/pii/S0167610516300757
    [13] 刘晓鹏. 大型冷却塔动态风压现场实测及其效应综合评价[D]. 上海: 同济大学, 2013.

    Liu X P. On-spot measurement of stochastic wind pressure and its evaluation of multiple effects[D]. Shanghai: Tongji University, 2013.
    [14] Zhao L, Ge Y J. Dynamic wind pressure distribution around full size cooling tower[C]. Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2015, 2015.
    [15] Ke S T, Ge Y J. The influence of self-excited forces on wind loads and wind effects for super-large cooling towers[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2014, 132: 125-135. doi: 10.1016/j.jweia.2014.07.003
    [16] Ke S T, Ge Y J, Zhao L, et al. A new methodology for analysis of equivalent static wind loads on super-large cooling towers[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2012, 111: 30-39. doi: 10.1016/j.jweia.2012.08.001
    [17] 许林汕, 赵林, 葛耀君.超大型冷却塔随机风振响应分析[J].振动与冲击, 2009, 28(4): 180-184. http://cpfd.cnki.com.cn/Article/CPFDTOTAL-OGTY200710004011.htm

    Xu L S, Zhao L, Ge Y J. Wind-excited stochastic responses of super large cooling towers[J]. Journal of Vibration and Shock, 2009, 28(4): 180-184. http://cpfd.cnki.com.cn/Article/CPFDTOTAL-OGTY200710004011.htm
    [18] 赵林, 葛耀君, 曹丰产.双曲薄壳冷却塔气弹模型的等效梁格方法和实验研究[J].振动工程学报, 2008, 21(1): 31-37. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDGC200801007.htm

    Zhao L, Ge Y J, Cao F C. Equivalent beam-net design theory of aero-elastic model about hyperbolic thin-shell cooling towers and its experimental investigation[J]. Journal of Vibration Engineering, 2008, 21(1): 31-37. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDGC200801007.htm
    [19] 柯世堂, 侯宪安, 赵林, 等.超大型冷却塔风荷载和风振响应参数分析:自激力效应[J].土木工程学报, 2012, 45(12): 45-53. http://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201212006.htm

    Ke S T, Hou X A, Zhao L, et al. Parameter analysis of wind loads and wind induced responses forsuper-large cooling towers: self-excited force effect[J]. China Civil Engineering Journal, 2012, 45(12): 45-53. http://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201212006.htm
    [20] Zhao L, Ke S T, Ge Y J, et al. Wind-induced performance of super large cooling tower considering coupling effects between resonant and background components[C]. International Symposium on Industrial Chimneys and Cooling Towers. Prague, 2014.
    [21] 葛耀君, 赵林. 大型冷却塔风荷载共振效应的耦合分析[C]. 全国结构振动与动力学学术研讨会暨第四届结构动力学专业委员会会议, 中国苏州, 2011.
    [22] Ding Z B, Tamura Y, Yoshida A. Contributions to member stresses due to overall wind-induced behaviors of thin-walled cylindrical shell[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2012, 107: 192-201. https://www.researchgate.net/publication/257011594_Contributions_to_member_stresses_due_to_overall_wind-induced_behaviors_of_thin-walled_cylindrical_shell
    [23] 柯世堂, 陈少林, 赵林, 等.超大型冷却塔等效静风荷载精细化计算及应用[J].振动测试与诊断, 2013, 33(5): 824-830. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCS201305018.htm

    Ke S T, Chen S L, Zhao L, et al. Fine calculation and application of equivalent static wind load of super large cooling tower[J]. Journal of Vibration, Measurement & Diagnosis, 2013, 33(5): 824-830. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCS201305018.htm
    [24] Ke S T, Ge Y J, Zhao L, et al. Wind-induced responses of super-large cooling towers[J]. Journal of Central South University, 2013, 20(11): 3216-3228. doi: 10.1007/s11771-013-1846-7
    [25] 柯世堂. 大型冷却塔结构风效应和等效静风荷载研究[D]. 上海: 同济大学, 2011.

    Ke S T. Investigation of structrual wind effects and equivalent static wind loads of large cooling towers [D]. Shanghai: Tongji University, 2011.
    [26] 程霄翔. 大型冷却塔表面风压及其雷诺数效应的风洞试验和现场实测[D]. 上海: 同济大学, 2015.

    Cheng X X. Study of wind pressures and their Reynold's number effects on large cooling towers using wind tunnel tests and field measurements[D]. Shanghai: Tongji University, 2015.
    [27] Zhao L, Chen X, Ke S T, et al. Aerodynamic and aero-elastic performances of super-large cooling towers[J]. Wind and Structures, 2014, 19(4): 443-465. doi: 10.12989/was.2014.19.4.443
    [28] 程霄翔, 赵林, 葛耀君.典型矩形八塔超大型冷却塔塔群风致干扰效应试验[J].中南大学学报(自然科学版), 2013, 44(1): 372-380. http://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201301052.htm

    Cheng X X, Zhao L, Ge Y J. Wind tunnel investigation on interference effect of eight grouped super large cooling towers with rectangular arrangement[J]. Journal of Central South University(Science and Technology), 2013, 44(1): 372-380. http://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201301052.htm
    [29] 张军锋, 葛耀君, 赵林.群塔布置对冷却塔整体风荷载和风致响应的不同干扰效应[J].工程力学, 2016, (8): 15-23, 44. http://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201608005.htm

    Zhang J F, Ge Y J, Zhao L. Interference effects on global wind loads and wind induced responses for group hyperboloidal cooling towers[J]. Engineering Mechanics, 2016, (8): 15-23, 44. http://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201608005.htm
    [30] 赵林, 葛耀君, 许林汕, 等.超大型冷却塔风致干扰效应试验研究[J].工程力学, 2009, (1): 149-154. http://cpfd.cnki.com.cn/Article/CPFDTOTAL-OGTY200710004012.htm

    Zhao L, Ge Y J, Xu L S. et al. Wind tunnel investigation on wind-induced interference effects for super large cooling towers[J]. Engineering Mechanics, 2009, (1): 149-154. http://cpfd.cnki.com.cn/Article/CPFDTOTAL-OGTY200710004012.htm
    [31] 张军锋, 赵林, 柯世堂, 等.大型双冷却塔双塔组合表面风压干扰效应试验研究[J].哈尔滨工业大学学报, 2011, 43(4): 81-87. doi: 10.11918/j.issn.0367-6234.2011.04.017

    Zhang J F, Zhao L, Ke S T, et al. Wind tunnel investigation on wind-pressure interference effects for two large hyperbolodial cooling towers[J]. Journal of Harbin Institute of Technology, 2011, 43(4): 81-87. doi: 10.11918/j.issn.0367-6234.2011.04.017
    [32] Zhao L, Zhan Y Y, Ge Y J. Unified wind-induced interference criteria based on the reinforcement envelope of cooling towers[C]. International Symposium on Industrial Chimneys and Cooling Towers, Rotterdam, 2016.
    [33] 张军锋. 大型冷却塔结构特性与风致干扰效应研究[D]. 上海: 同济大学, 2012.

    Zhang J F. Structure behavior and wind-induced interference effects of large cooling towers [D]. Shanghai: Tongji University, 2012.
    [34] Zhao L, Chen X, Ge Y J. Investigations of adverse wind loads on a large cooling tower for the six-tower combination[J]. Applied Thermal Engineering, 2016, 105: 988-999. doi: 10.1016/j.applthermaleng.2016.02.038
    [35] 张军锋, 葛耀君, 柯世堂, 等.中美日三国规范高层结构风荷载标准值对比[J].湖南大学学报(自然科学版), 2011, 38(10): 18-25. http://www.cnki.com.cn/Article/CJFDTOTAL-HNDX201110005.htm

    Zhang J F, Ge Y J, Ke S T, et al. Comparative study on the nominal value of wind loads on tall buildings among the codes of China, America and Japan[J]. Journal of Hunan University(Natural Sciences), 2011, 38(10): 18-25. http://www.cnki.com.cn/Article/CJFDTOTAL-HNDX201110005.htm
    [36] 张军锋, 葛耀君, 赵林.双曲冷却塔结构规范风荷载标准值对比[J].建筑科学与工程学报, 2011, 28(2): 52-61. http://www.cnki.com.cn/Article/CJFDTOTAL-XBJG201102011.htm

    Zhang J F, Ge Y J, Zhao L. Comparisons of nominal values of wind loads on hyperboloidal cooling towers[J]. Journal of Architecture and Civil Engineering, 2011, 28(2): 52-61. http://www.cnki.com.cn/Article/CJFDTOTAL-XBJG201102011.htm
    [37] 张军锋, 葛耀君, 赵林.双曲冷却塔下部子午线形对结构性能的影响[J].建筑结构, 2012, (2): 118-121. http://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201202025.htm

    Zhang J F, Ge Y J, Zhao L. Effect of bottom meridian curve on the mechanics behavior of hyperboloidal cooling tower[J]. Building Structure, 2012, (2): 118-121. http://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201202025.htm
    [38] 梁誉文. 考虑多种风荷载分布模式的冷却塔结构优化选型[D]. 上海: 同济大学, 2016.

    Liang Y W. Structural optimization of large cooling towers considering various distribution patterns of wind loadings[D]. Shanghai: Tongji University, 2016.
    [39] Zhao L, Liang Y W, Ge Y J, et al. Multi-object optimazation analysis of structural design for large cooling towers[J]. Heat Transfer engineering, 2017, 38(11-12):1135-1145. doi: 10.1080/01457632.2016.1217064
    [40] 赵林, 葛耀君, 项海帆.台风风场随机参数敏感性分析[J].同济大学学报(自然科学版), 2005, 33(6): 727-731. http://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200506003.htm

    Zhao L, Ge Y J, Xiang H F. Stochastic parameter sensitivity analysis of typhoon wind field[J]. Journal of Tongji University(Natural Science), 2005, 33(6): 727-731. http://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200506003.htm
    [41] 赵林, 朱乐东, 葛耀君.上海地区台风风特性Monte-Carlo随机模拟研究[J].空气动力学学报, 2009, (1): 25-31. http://www.cnki.com.cn/Article/CJFDTOTAL-KQDX200901005.htm

    Zhao L, Zhu L D, Ge Y J. Monte-Carlo simulation about typhoon extreme value wind characteristics in Shanghai region[J]. Acta Aerodynamica Sinica, 2009, (1): 25-31. http://www.cnki.com.cn/Article/CJFDTOTAL-KQDX200901005.htm
    [42] 赵林, 葛耀君, 宋丽莉, 等.广州地区台风极值风特性蒙特卡罗随机模拟[J].同济大学学报(自然科学版), 2007, 08: 1034-1038, 1068. doi: 10.3321/j.issn:0253-374X.2007.08.007

    Zhao L, Ge Y J, Song L L, et al. Monte-Carlo simulation analysis of typhoon extreme value wind characteristics in Guangzhou[J]. Journal of Tongji University(Natural Science), 2007, 08: 1034-1038, 1068. doi: 10.3321/j.issn:0253-374X.2007.08.007
    [43] 武占科, 赵林, 朱乐东, 等. "罗莎"(0716) 台风高空实测脉动风特性分析[J].空气动力学学报, 2010, 28(3): 291-296. http://www.cnki.com.cn/Article/CJFDTOTAL-KQDX201003009.htm

    Wu Z K, Zhao L, Zhu L D, et al. High-altitude observation about turbulence characteristics for "Krosa"(0716) strong typhoon[J]. Acta Aerodynamica Sinica, 2010, 28(3:) 291-296. http://www.cnki.com.cn/Article/CJFDTOTAL-KQDX201003009.htm
    [44] 潘晶晶, 赵林, 冀春晓, 等.东南沿海登陆台风近地脉动特性分析[J].建筑结构学报, 2016, (1): 85-90. http://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201601012.htm

    Pan J J, Zhao L, Ji C X, et al. Fluctuating wind characteristics near flat ground during typhoon landfall in southeast coastal areas of China[J]. Journal of Building Structures, 2016, (1): 85-90. http://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201601012.htm
    [45] 潘韬, 赵林, 曹曙阳, 等.多风扇主动控制风洞类平板断面抖振力识别研究[J].振动与冲击, 2010, 29(6): 178-183. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201006044.htm

    Pan T, Zhao L, Cao S Y, et al. Buffeting force analysis of thin plate section in multiple fans active control wind tunnel[J]. Journal of Vibration and Shock, 2010, 29(6): 178-183. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201006044.htm
    [46] 许坤, 赵林, 葛耀君, 等.主动来流闭口箱梁气动力时频相关性[J].同济大学学报自然科学版, 2014, 42(3): 338-345. http://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201403003.htm

    Xu K, Zhao L, Ge Y J, et al. Time-frequency coherences of aerodynamic loads on a streamlined bridge girder in an actively controlled wind tunnel[J]. Journal of Tongji University(Natural Science), 2014, 42(3): 338-345. http://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201403003.htm
    [47] 潘韬, 赵林, 曹曙阳, 等.主动来流条件类平板断面气动力荷载效应分析[J].实验流体力学, 2010, 24(6): 32-37. http://www.syltlx.com/CN/abstract/abstract9904.shtml

    Pan T, Zhao L, Cao S Y, et al. Analysis of aerodynamic load effects on thin plat section under active control flow condition[J]. Journal of Experiments in Fluid Mechanics, 2010, 24(6): 32-37. http://www.syltlx.com/CN/abstract/abstract9904.shtml
    [48] 赵杨, 曹曙阳, Yukio Tamura, 等.雷暴冲击风模拟及其荷载的风洞试验研究[J].振动与冲击, 2009, (4): 1-3, 9. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ200904003.htm

    Zhao Y, Cao S Y, Yukio T, et al. Simulation of downburst and its loads with wind tunnel test[J]. Journal of Vibration and Shock, 2009, (4): 1-3, 9. http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ200904003.htm
    [49] 王锦, 周强, 曹曙阳, 等.龙卷风风场的试验模拟[J].同济大学学报(自然科学版), 2014, 11: 1654-1659. doi: 10.11908/j.issn.0253-374x.2014.11.004

    Wang J, Zhou Q, Cao S Y, et al. Physical study on tornado-like flow based on tornado vortex simulator[J]. Journal of Tongji University(Natural Science), 2014, 11: 1654-1659. doi: 10.11908/j.issn.0253-374x.2014.11.004
    [50] 郑鸿飞, 王小松, 毛国辉. CAD二次开发在冷却塔软件开发中的应用[J].计算机技术与发展, 2013, 23(10): 188-192. http://www.cnki.com.cn/Article/CJFDTOTAL-WJFZ201310047.htm

    Zheng H F, Wang X S, Mao G H. Application of CAD secondary development in cooling tower software development[J]. Computer Technology and Development, 2013, 23(10): 188-192. http://www.cnki.com.cn/Article/CJFDTOTAL-WJFZ201310047.htm
    [51] Ruscheweyh H. Wind loadings on hyperbolic natural draft cooling towers[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1976, 1: 335-340. http://www.sciencedirect.com/science/article/pii/0167610575900276
    [52] Davenport A G, Isyumov N. The dynamic and static action of wind on hyperbolic cooling towers[R]. Rresearch report No. BLWT1-66, Univ of Western Ontario, London, Ontario, Canada, 1966.
    [53] Sageau J F. Caractérisation des champs de pression moyens et fluctuants à la surface des grands aérorefrigérants, Electricité de France[C]. Direction des Études et Recherches, 6 quai Watier, Chatou, France, 1979.
    [54] 周良茂, 李培华.两个邻近全尺寸双曲型冷却塔风压分布的测量[J].气动实验与测量控制, 1992, 6(3): 37-44. http://www.cnki.com.cn/Article/CJFDTOTAL-LTLC199203005.htm

    Zhou L M, Li P H. A measurement of the wind pressure distribution on two neighboring full-scale hyperbolic cooling towers[J]. Aerodynamic Experiment and Measurement & Control, 1992, 6(3): 37-44. http://www.cnki.com.cn/Article/CJFDTOTAL-LTLC199203005.htm
    [55] 赵林, 刘晓鹏, 高玲, 等.大型冷却塔表面脉动风压原型实测与分布准则[J].土木工程学报, 2017, 50(1): 1-11. http://cdmd.cnki.com.cn/Article/CDMD-10335-2010050637.htm

    Zhao L, Liu X P, Gao L, et al. Full scale measurement and distribution rules of surface fluctuating wind pressure of a large cooling tower[J]. China Civil Engineering Journal, 2017, 50(1): 1-11. http://cdmd.cnki.com.cn/Article/CDMD-10335-2010050637.htm
    [56] 柯世堂, 赵林, 葛耀君.大型双曲冷却塔表面脉动风压随机特性——风压极值探讨[J].实验流体力学, 2010, 24(4): 7-12. http://www.syltlx.com/CN/abstract/abstract9869.shtml

    Ke S T, Zhao L, Ge Y J. Features of fluctuating wind pressure on large hyperbolic cooling tower: discussions on extreme wind pressure[J]. Journal of Experiments in Fluid Mechanics, 2010, 24(4): 7-12. http://www.syltlx.com/CN/abstract/abstract9869.shtml
    [57] Simiu E, Scanlan R H, Simiu E, et al. Wind effects on structures: funddementals and applications to design[M]. New York: John Wiley, 1996.
    [58] Zhao L, Zhan Y Y, Liang Y W, et al. Comparison of wind-induced interference criteria and effects under typical towers-group arrangements[C]//Spatial Structures in the 21st Century, Proceedings of the IASS Annual Symposium 2016, Tokyo, Japan, 2016.
    [59] Zhao L, Zhan Y Y, Ge Y J. Unified wind-induced interference criteria based on the reinforcement envelope of cooling towers[C]. International Symposium on Industrial Chimneys and Cooling Towers, Rotterdam, Holland, 2016.
    [60] Nishi A, Kikugawa H, Matsuda Y, et al. Turbulence control in multiple-fan wind tunnels[J]. Journal of Wind Engineering & Industrial Aerodynamics, 1997, 67-68(4): 861-872. https://www.researchgate.net/publication/232385527_Turbulence_control_in_multiple-fan_wind_tunnels
    [61] Wang J, Cao S, Pang W, et al. Experimental study on effects of ground roughness on flow characteristics of tornado-like vortices[J]. Boundary-Layer Meteorology, 2016: 1-21. https://www.researchgate.net/publication/308575216_Experimental_Study_on_Effects_of_Ground_Roughness_on_Flow_Characteristics_of_Tornado-Like_Vortices
    [62] Cao S, Wang J, Cao J, et al. Experimental study of wind pressures acting on a cooling tower exposed to stationary tornado-like vortices[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2015, 145: 75-86. https://www.researchgate.net/publication/282173899_Experimental_study_of_wind_pressures_acting_on_a_cooling_tower_exposed_to_stationary_tornado-like_vortices
  • 加载中
图(33) / 表(6)
计量
  • 文章访问数:  113
  • HTML全文浏览量:  119
  • PDF下载量:  5
  • 被引次数: 0
出版历程
  • 收稿日期:  2016-12-21
  • 修回日期:  2017-03-13
  • 刊出日期:  2017-06-25

目录

    /

    返回文章
    返回

    重要公告

    www.syltlx.com是《实验流体力学》期刊唯一官方网站,其他皆为仿冒。请注意识别。

    《实验流体力学》期刊不收取任何费用。如有组织或个人以我刊名义向作者、读者收取费用,皆为假冒。

    相关真实信息均印刷于《实验流体力学》纸刊。如有任何疑问,请先行致电编辑部咨询并确认,以避免损失。编辑部电话0816-2463376,2463374,2463373。

    请广大读者、作者相互转告,广为宣传!

    感谢大家对《实验流体力学》的支持与厚爱,欢迎继续关注我刊!


    《实验流体力学》编辑部

    2021年8月13日