期刊文献+

加劲环和加劲肋对冷却塔动力特性的影响 被引量:5

EFFECTS OF STIFFENING RINGS AND RIBS ON THE DYNAMIC PROPERTIES OF COOLING TOWERS
下载PDF
导出
摘要 为提高冷却塔的自振频率和抗风性能,以某大型冷却塔为例,通过增设环向加劲环或子午向加劲肋,分析了各自的尺寸、位置、数量等参数对动力特性的影响.冷却塔的动力特性主要受环向刚度控制,在适当的位置布置加劲环可以有效提高结构的频率,而子午向加劲肋则无此效果.加劲环对结构频率的提高源自结构整体振型所激发的加劲环刚度参与程度,加劲环的模态变形幅值越大,环向谐波越多,其参与度就越高,对结构频率的提高效果也越明显.实际应用中,可在塔筒中部等间距布置3~5道加劲环,这样就可以使结构频率有显著提高. To increase the frequency and improve the wind resistance properties of cooling towers, stiffening rings and ribs are added on a cooling tower, and the influences of their dimensions, locations and amounts are analyzed. The stiffening rings at an appropriate location will increase the frequency significantly, but the stiffening ribs have no such effect. The contributions of the stiffening rings to the frequency are decided by their participation degree, so the stiffening rings will have more significant effects if they are located where the mode displacement is large or the modes have more circumferential wave numbers. In practical applications, the frequency will be increased notably if there are 3-5 stiffening rings scattered along the shells with a uniform distance.
出处 《力学与实践》 北大核心 2014年第1期42-47,共6页 Mechanics in Engineering
基金 国家自然科学基金资助项目(51021140005)
关键词 冷却塔 动力特性 加劲环 加劲肋 cooling towers, dynamic properties, stiffening rings, stiffening ribs
  • 相关文献

参考文献17

  • 1武际可.大型冷却塔结构分析的回顾与展望[J].力学与实践,1996,18(6):1-5. 被引量:53
  • 2Abu-Sitta SH. Hyperbolic cooling towers. Engineering Journal, 1973, 56(10): 26-28.
  • 3Niemann HJ. Wind effects on cooling-tower shells. Journal of the Structural Division, 1980, 106(3): 643-661.
  • 4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. 被引量:17
  • 5HampeE.冷却塔.胡贤章译.北京:电力工业出版社,1980.
  • 6张军锋.大型冷却塔结构特性和风致干扰效应研究.[博士论文].上海:同济大学,2012.
  • 7黄志龙.大型冷却塔结构分析的若干问题[J].力学与实践,2012,34(5):1-5. 被引量:14
  • 8Mungan I, Lehmk/imper O. Buckling of stiffened hyper- boloidal cooling towers. Journal of the Structural Division, ASCE, 1979, 105(10): 1999-2007.
  • 9Sabouri-Ghomi S, Kharrazi MHK, Javidan P. Effect of stiff- ening rings on buckling stability of R.C. hyperbolic cooling towers. Thin-Walled Structures, 2006, 44(2): 152-158.
  • 10Form J. The ring-stiffened shell of the ISAR II nuclear power plant natural-draught cooling tower. Engineering Structures, 1986, 8(3): 199-207.

二级参考文献62

共引文献90

同被引文献30

  • 1邹云峰,李寿英,牛华伟,陈政清.双曲冷却塔等效静力风荷载规范适应性研究[J].振动与冲击,2013,32(11):100-105. 被引量:10
  • 2郑水华,金台,罗坤,唐磊,易超,樊建人.逆流式自然通风冷却塔热力性能的三维数值模拟[J].中南大学学报(自然科学版),2013,44(9):3898-3903. 被引量:5
  • 3VGB-R 610Structural design of cooling towers, VGB Power Tech eV. ,Essen,2010.
  • 4中华人民共和国国家发展和改革委员会.DL/T5339-2006,火力发电厂水工设计规范[S].北京:中国电力出版社,2006.
  • 5川端雄一郎,忽那惇,等.港湾構造物における鋼管のMφ算定法[R]. 日本:港湾空港技術研究所,2014.
  • 6Sabouri-Ghomi S, Kharrazi M H K, Javidan P. Effect of Stiffe- ning Rings on Buckling Stability of RC Hyperbolic Cooling Towers [Jl. Thin-walled Structures, 2006, 44(2) : 152 - 158.
  • 7Najafizadeh M M, Hasani A, Khazaeinejad P. Mechanical Stabil- ity of Functionally Graded Stiffened Cylindrical Shells [J]. Ap- plied Mathematical Modelling, 2009, 33 ( 2 ) :1151 - 1157.
  • 8Jafari A A, Bagheri M. Free Vibration of Rotating Ring Stiffened Cylindrical Shells with Non-Uniform Stiffener Distribution [J]. Journal of Sound and Vibration, 2006, 296( 1 ) : 353 -367.
  • 9Bagheri M, Jafari A A. Analytical And Experimental Modal Anal- ysis of Nonuniformly Ring-Stiffened Cylindrical Shells [J]. Ar- chive of Applied Mechanics, 2006, 75(2 -3) : 177 - 191.
  • 10日本土木学会.《座屈設計がイドライン(改訂第二版)》[M], 2005年.

引证文献5

二级引证文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部