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利用组合模态参数识别结构损伤的神经网络法 被引量:1

Structural Damage Identification Based on Combination of Modal Parameters Using Neural Networks
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摘要 采用组合模态参数在有限元模型基础上对结构损伤进行了识别.同时考虑了噪声输入情况下,即存在数据误差时神经网络的损伤识别能力.结果表明,以组合模态参数作为网络输入参数,并通过学习训练所得网络不仅具有理想的损伤识别能力,还具备良好的容错性和鲁棒性. The combination of modal parameters is used to identify the damage of a FEM(finite element method) model using neural networks. The identification ability with different levels of noise and incomplete mode shapes are also investigated. It has been proved that the neural network using combination of modal parameters as input has a excellent identification ability with ideal error tolerance and robustness
作者 金海 南菲
出处 《厦门大学学报(自然科学版)》 CAS CSCD 北大核心 2011年第5期856-861,共6页 Journal of Xiamen University:Natural Science
关键词 组合 模态参数 损伤识别 噪声 鲁棒性 combination model parameters damage identification noise robustness
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参考文献7

  • 1马宏伟,杨桂通.结构损伤探测的基本方法和研究进展[J].力学进展,1999,29(4):513-527. 被引量:130
  • 2陆秋海,李德葆,张维.利用模态试验参数识别结构损伤的神经网络法[J].工程力学,1999,16(1):35-42. 被引量:47
  • 3Chang C M. Current-mode lowpass,bandpass and highpass baquads using two CCIIs[J]. Electronics letters,1993,29:2020-2021.
  • 4Chang C M.,universal active current filter with single input and three output using CCIIs[J].Eletronics letters 1993,29(22):1932-1933.
  • 5Chang C M. New universal current-mode filter with single input and three output using only five current conveyors[J].Eletronics letters ,1993,29:2005-2007.
  • 6Ozoguz S,Acar C . universal current-mode filter with reduced number of active and passive components[J].Electronics Letters,1997,33(11):948-949.
  • 7Sun Y, Fidler J K. Versatile active biquad based on second-generation current conveyors[J]. Int J Electronics,1994,76(1):91-98.

二级参考文献33

共引文献174

同被引文献17

  • 1丁阳,张玉峰,李忠献.大跨度空间网格结构的损伤定位[J].建筑结构学报,2006,27(1):16-23. 被引量:15
  • 2陈志华,吴锋,闫翔宇.国内空间结构节点综述[J].建筑科学,2007,23(9):93-97. 被引量:19
  • 3JG/T10-2009钢网架螺栓球节点[s].北京:中国标准出版社,2010.
  • 4John Chihon. Space gird structures [ M ]. Oxford, Britain: Architectural Press, 2000:21-43.
  • 5Caglayan O, Yuksel E. Experimental and finite element investigations on the collapse of a Mero space truss roof structure: a case study [ J ]. Engineering Failure Analysis, 2008, 15 (5) : 458-470.
  • 6Ghasemi M, Davoodi M R, Mostafavian S A. Tensile stiffness of Mero-type connector regarding boh tightness [ J ]. Journal of Applied Science, 2010, 10 (9) : 724- 730.
  • 7Fan Wei, Qiao Pizhong. Vibration-based damage identification methods: a review and comparative study [J]. Structural Health Monitoring, 2012, 10(1) : 83- 108.
  • 8周宜哲.考虑蒙皮效应的单层柱面网壳振动台试验及其性能研究[D].北京:北京工业大学,2012:41-46.
  • 9王丹生,朱宏平,鲁晶晶,王伟.基于压电导纳的钢框架螺栓松动检测试验研究[J].振动与冲击,2007,26(10):157-160. 被引量:29
  • 10宋玉普,刘志鑫,纪卫红.基于模态应变能与神经网络的钢网架损伤检测方法[J].土木工程学报,2007,40(10):13-18. 被引量:13

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