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输电塔线体系风洞试验模型的变比例问题分析 被引量:3

Analysis of the distorted scaling factor in wind tunnel modeling of power transmission line system
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摘要 塔线体系的气弹模型风洞试验时,由于模型制作和现有风洞尺寸条件的限制,输电塔线体系中塔与线保持相同比例的气弹模型制作难度很大,往往需要将导线跨度的比例缩小。从数值分析的角度出发,以某1 000 kV双回路线路的一段塔线体系为例,铁塔保持不变,导线的缩聚比例分别为1.00、0.50、0.25的情况进行顺风向的风振响应时程分析。结果显示,导线比例缩聚后,塔线体系的风振响应基本保持一致,缩聚模型的风洞试验结果可以比较准确的反映原型的风振响应。 Because of the limitation of the model making and the existing wind tunnel's size, it is difficult to keep the line and tower in the same scaling factor in developing the aeroelastic model of the power transmission lines system, and a distorted sealing factor is needed in span length of the lines. With the instance of a 1 000 kV two-circuit power transmission lines, the finite element analysis under the alongwind load in time history is conducted with keeping the tower in the same and the line scaling factor being 1, 0.5 and 0.25 respectively. The results show that the response of the power transmission lines systems keep in the same, and then the wind-induced vibration of the distorted model in the wind tunnel test can actually reflect the response of the power transmission lines system under the wind load.
出处 《重庆大学学报(自然科学版)》 EI CAS CSCD 北大核心 2009年第11期1328-1333,共6页 Journal of Chongqing University
基金 国家自然科学基金资助项目(50678181)
关键词 塔线体系 风洞试验 比例缩聚 风振响应 power transmission tower line system wind tunnel testing distorted scaling factor response of wind-induced vibration
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参考文献14

  • 1LOEDO-SOUZA A M, DAVENPORT A G. A novel approach for wind tunnel modeling of transmission lines[J].Journal of Wind Engineering and Industrial Aerodynamics, 2001, 89(14) 1017-1029.
  • 2郭勇,孙炳楠,叶尹,沈国辉,楼文娟.大跨越输电塔线体系气弹模型风洞试验[J].浙江大学学报(工学版),2007,41(9):1482-1486. 被引量:33
  • 3李正良,肖正直,韩枫,晏致涛.1000kV汉江大跨越特高压输电塔线体系气动弹性模型的设计与风洞试验[J].电网技术,2008,32(12):1-5. 被引量:66
  • 4李正良 肖正直 郑怀清 等.1000kV特高压输电铁塔风振响应及风洞试验研究.防灾减灾工程学报,2008,28:5862-5862.
  • 5韩银全,梁枢果.输电塔线体系完全气弹模型设计[C]//第十三界全国结构风工程学术会议论文集(上册).大连,中国:中国土木工程学会,2007:260-265.
  • 6CLUNI F, GUSELLA V, BARTOLI G. Wind tunnel scale model testing of suspended cables and numerical comparison [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96 (6/7): 1134 -1140.
  • 7BARTOLI G, CLUNIB F, GUSELLA V, et al. Dynamics of cable under wind action: wind tunnel experimental analysis[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2006, 94 (3) 259-273.
  • 8克莱斯·迪尔比耶,斯文·奥勒·汉森著.结构风荷载作用[M].薛素铎等译.北京:中国建筑工业出版社,2006
  • 9中华人民共和国国家标准.GB50009-2001建筑结构荷载规范[S].北京:中国建筑工业出版社,2002.
  • 10张希黔,葛勇,严春风,晏致涛.脉动风场模拟技术的研究与进展[J].地震工程与工程振动,2008,28(6):206-212. 被引量:39

二级参考文献84

共引文献153

同被引文献27

  • 1项立人.应该加快我国特高压输电前期工作的研究[J].电网技术,1996,20(2):54-58. 被引量:32
  • 2中国电力工程顾问集团公司,华东电力设计院,西北电力设计院,等.110kV-750kV架空输电线路设计规范(GB50545-2010)[S].北京:中国计划出版社,2010.
  • 3郭勇,孙炳楠,叶尹,沈国辉,楼文娟.大跨越输电塔线体系气弹模型风洞试验[J].浙江大学学报(工学版),2007,41(9):1482-1486. 被引量:33
  • 4Momomura Y, Marukuwa H, Okamura T, et al. Full- scale Measurements of Wind-induced Vibration of a Transmission Line System in a Mountainous Area[J]. Journal of Wind Engineering and Industrial Aerody- namic, 1997,72 : 241-252.
  • 5Prasad Rao N, Samuel Knight G M, Lakshmanan N, et al. Investigation of Transmission Line Tower Failures[J]. Engineering Failure Analysis, 2010,17 (5) :1 127-1 141.
  • 6Zou Lianghao, Liang Shuguo, Li Q S, et al. Investi- gation of 3-D Dynamic Wind Loads on Lattice Tow- er[J]. Wind and structures, 2008,11 (4) : 323-340.
  • 7Loredo Souza A M, Davenport A G. A Novel Ap- proach for Wind Tunnel Modeling of Transmission Lines[J]. Journal of Wind Engineering and Industri- al Aerodynamic,2001,89(11/12):1 017-1 029.
  • 8Hiroshi K. Wind Tunnel Test on 500 kV Transmis- sion Tower with Solid Web Brackets[J]. Journal of Wind Engineering, 1994,58 : 54-60.
  • 9李正良,肖正直,韩枫,晏致涛.1000kV汉江大跨越特高压输电塔线体系气动弹性模型的设计与风洞试验[J].电网技术,2008,32(12):1-5. 被引量:66
  • 10韩枫,肖正直,李正良,汪之松,晏致涛.1000kV汉江大跨越输电塔线体系三维脉动风场模拟[J].高电压技术,2009,35(5):999-1004. 被引量:13

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