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基于模型修改的结构损伤检测 被引量:4

Structural Damage Detection Based on Updating the Finite Element Models of Structures
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摘要 提出一种基于模型修改的损伤检测理论方法。此方法是先对结构的有限元分析模型进行修正 ,然后运用此模型来模拟原始结构 ,损伤发生前后的模型计算模态模拟测试模态 ,最后运用最小二乘法确定损伤。 A theoretical method of structural damage detection based on updating the finite element models of structures is presented.At first,the finite element model is updated.Then the original structure is simulated by the model,and the calculated modes of the model of damaged or undamaged structure simulate the measured modes of damage or undamaged structure,respectively.At last,this paper applies the method to locate structural damage and furthermore,to determine the magnitudes of damage by the least squares technique.
出处 《东北电力学院学报》 2000年第4期11-15,共5页 Journal of Northeast China Institute of Electric Power Engineering
基金 东北电力学院青年科研基金资助项目
关键词 模型修改 损伤检测 最小二乘法 updating model damage detection the least squares technique
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二级参考文献4

  • 1Chen J C,AIAA J,1988年,26卷,9期
  • 2Chen J C,AIAA J,1987年,18卷,6期
  • 3匿名著者,结构模型的振动台试验研究
  • 4傅志方,振动模态分析与参数辨识

同被引文献144

  • 1杨英杰,虞和济.结构损伤状态识别的神经网络方法[J].东北大学学报(自然科学版),1994,15(2):210-214. 被引量:13
  • 2费斌军,童明波,刘文廷.含多裂纹结构的概率损伤容限评定方法[J].航空学报,1995,16(2):137-142. 被引量:8
  • 3焦李成.神经网络系统理论[M].西安:西安电子科技大学出版社,1996..
  • 4胡宁 王翔 等.一种结构损伤识别的新方法[J].振动工程学报,1998,11.
  • 5Chang Fu-Kuo. A summary report of the 2nd workshop on structural health monitoring. In: Chang Fu-Kuo, ed. Proceedings of the 3rd International Workshop on Structural Health Monitoring: The Demands and Challenges, Stanford, 2001-09-12-14. xxi~xxiii
  • 6Ewins D J. Modal Testing: Theory and Practice. NewYork:Wiley, 1985
  • 7Farrar Charles R, Jauregui David A. Comparative study of damage identification algorithms applied to a bridge:Ⅰ. experiment. Smart Materials and Structures, 1998, 7:704~719
  • 8Farrar Charles R, Jauregui David A. Comparative study of damage identification algorithms applied to a bridge: Ⅱ.numerical study. Smart Materials and Structures, 1998, 7:720~731
  • 9Gorl Edgar, Link Michael. Identification of damage parameters of a full-scale steel structure damaged by seismic loading. Smart Materials and Structures, 2001, 10:459~465
  • 10Todd M D, Nichols J M, Pecora L M, Virgin L N. Vibrationbased damage assessment utilizing state space geometry changes: local attractor variance ratio. Smart Materials and Structures, 2001, 10:1000~1008

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