期刊文献+

基于主子系统耦合效应的直接空冷结构体系振动特性研究 被引量:3

STUDY ON VIBRATION BEHAVIOR OF DIRECT AIR COOLED CONDENSER SUPPORT PLATFORM BASED ON PRIMARY-SECONDARY SYSTEM COUPLING EFFECT
原文传递
导出
摘要 直接空冷结构体系中设备对结构的振动特性具有显著的影响。现场实测了4个直接空冷结构体系的振动特性,研究了风机扰力作用下的结构动力特性参数识别。制作了1/8缩尺比的模型进行试验研究,测试结构动力特性、结构与风机共振点以及结构在风机不同工作状况下的幅频曲线与构件动应变。进行了模态分析和稳态分析,计算结果与测试结果基本吻合。研究结果可为全面了解直接空冷结构体系中结构与设备的共同作用及振动特性提供重要依据。 Equipment has a significant influence on the dynamic behavior of the structure in the direct air cooled condenser support platform. The dynamic properties of four direct air cooled condenser support platforms are measured in site, and identification of the structural dynamic characteristic parameters under the excitation of fans is researched. A 1/8 scale model is constructed and tested. The structural dynamic properties, the resonance vibration frequency of the structure and fans, the amplitude-frequency curve under different work states of fans, and the dynamic strain of typical members are measured in the experiment. The modal analysis and steady state analysis are also performed, and the calculation results show agreement with the test results. The results can be used to comprehensively understand the interaction between a piece of equipment and a structure as well as the structural vibration properties of the direct air cooled condenser support platform.
出处 《工程力学》 EI CSCD 北大核心 2011年第10期216-221,共6页 Engineering Mechanics
基金 国家自然科学基金项目(50908186) 陕西省教育厅自然科学专项项目(09JK565) 西安建筑科技大学人才基金项目(RC0820) 陕西省重点学科建设专项资金项目(E01001 E01003)
关键词 直接空冷结构体系 主子耦合系统 自振特性 风机扰力 模态分析 direct air cooled condenser support platform primary-secondary coupling system natural vibration characteristic excitation of fans modal analysis
  • 相关文献

参考文献10

  • 1Dekker N, Venter P, Parrock A. Direct air cooled condenser support Platform at Matimba Power Station [J] The Civil Engineering in South Africa, 1987, 29(7): 277-279.
  • 2白国良 朱丽华 赵春莲等.火力发电厂空冷平台研究现状及展望.哈尔滨工业大学学报,2007,39(2):538-542.
  • 3Chen Y Q, Soong T T. State of the art review: seismic response of secondary systems [J]. Engineering Structure, 1988, 10: 218-228.
  • 4李杰,陈淮,赵晓.结构-设备动力相互作用研究综述[J].世界地震工程,1994,10(2):5-12. 被引量:22
  • 5袁建力,樊华,陈汉斌,姚玲,Donato Abruzzese.虎丘塔动力特性的试验研究[J].工程力学,2005,22(5):158-164. 被引量:39
  • 6贺广零,周勇,李杰.风力发电高塔系统地震动力响应分析[J].工程力学,2009,26(7):72-77. 被引量:50
  • 7曹树谦,张文德,萧龙翔.振动结构模态分析-理论,实验与应用[M].天津:天津大学出版社,2001.
  • 8李国强,陈素文,李杰,陆雪平.上海金茂大厦结构动力特性测试[J].土木工程学报,2000,33(2):35-39. 被引量:51
  • 9李忠献.工程结构试验理论与技术[M].天津:天津大学出版社,2003.
  • 10爱德华.L.威尔逊.结构静力与动力分析[M].北京:中国建筑工业出版社,2006.

二级参考文献24

  • 1李杰,艾晓秋.基于物理的随机地震动模型研究[J].地震工程与工程振动,2006,26(5):21-26. 被引量:55
  • 2李德虎,何江.砖石古塔动力特性的试验研究[J].工程抗震,1990(3):34-36. 被引量:38
  • 3Burton T, Sharpe D, Jenkins N. Wind energy handbook [M]. New York: John Wiley & Sons, 2001.
  • 4Lobtiz D W. A Nastran-based computer program for structural dynamic analysis of horizontal axis wind turbine [C]//Sandia National Laboratory. Proceedings of the Horizontal Axis Wind Turbine Technology Workshop. Ohio USA, Department of Energy and NASA-Lewis, 1984.
  • 5Bazeos N, Hatzigeorgiou G D, Hondros I D. Static, seismic and stability analyses of a prototype wind turbine steel tower [J]. Engineering Structures, 2002, 24(8): 1015-1025.
  • 6Lavassas I, Nikolaidis G, Zervas P. Analysis and design of the prototype of a steel 1-MW wind turbine tower [J]. Engineering Structures, 2003, 25(8): 1097-1106.
  • 7Murtagh P J, Collins R, Basu B. Dynamic response and vibration control of wind turbine towers [J]. Irish Engineers Journal, 2004, 58(7): 1-7.
  • 8李杰.工程结构随机动力激励的物理模型[R].同济大学,2006.
  • 9Wolf J E Spring-dashpot-mass models for foundation vibrations [J]. Journal of Earthqake Engineering and Structural Dynamics, 1997, 26:931 - 949.
  • 10Richart F E, Hall J R, Woods R D. Vibration of soils and foundations [M]. New York: Prentice-Hall, 1971.

共引文献188

同被引文献22

引证文献3

二级引证文献4

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