期刊文献+

基于神经网络的框架结构损伤诊断的探讨 被引量:2

Damage Diagnosis of Framework Structure Based on Neural Network
下载PDF
导出
摘要 利用神经网络技术对框架结构的损伤位置和损伤程度进行了研究。用有限元模态分析技术对平面框架结构的损伤情况进行了模拟,得到一系列频率、竖向位移、水平位移变化数据,将这些数据和损伤位置、损伤程度之间的映射关系作为网络训练样本,解决了以往对于对称结构损伤位置判断的难题,同时提出了用分步输出的方法解决了神经网络技术在框架结构应用中训练速度慢、不易收敛的问题。 In this paper, an approach based on BP neural network theory for determining the locations and degrees of damage of frame structure. On the theory of finite- dement method that can be simulated to get a series data of frequency, vertical displacement and horizontal displacement, take these data and damage position, extent of damage of compartment 'map relation as network training swatch, set know clearly anciently toward symmetrical structure damage position estimation' puzzle, at the same time set know clearly try know clearly neural network technology at frame construction application suffer educate velocity tardiness, dys- convergent question in with substep deferent approach.
出处 《基建优化》 2006年第2期98-100,共3页 Optimization of Capital Construction
关键词 神经网络 框架 损伤诊断 对称 分步输出 neural network frame damage diagnose symrnetry suhstep output
  • 相关文献

参考文献4

二级参考文献32

  • 1陆秋海.基于应变模态理论的结构修改和损伤神经网络辨识法研究:博士学位论文[D].清华大学,1997.
  • 2Topole K G, Stubbs N. Non-Destructive Damage Evaluation of a Structure from Limited Modal Parameters. Earthqu ake Engineering and Structural Dynamics, 1995, 24:1427-1436.
  • 3Salawu O S. Detection of Structural Damage through Changes in Frequencies: A Review. Engineering Structures,1997, 19(9): 718-723.
  • 4Stubbs N, Kim J T, Damage Localization in Structures without Baseline Modal Parameters. AIAA Journal, 1996, 34(8): 1644- 1649.
  • 5Pandey A K, Biswas M, Samman M M. Damage Detection from Changes in Curvature Mode Shapes. Journal of Sound and Vibration, 1991, 145(2): 321-332.
  • 6Kaminski P C. The Approximate Location of Damage through the Analysis of Natural Frequencies with Artificial Neural Networks. Journal of Process Mechanical Engineering, 1995, 209:117-123.
  • 7Sun X, Hardy H R. An Investigation on Application of Modal Analysis as Nondestructive Evaluation Method in Geotechnical Engineering. Proceedings 10th International Modal Analysis Conference, 1992, 1: 9- 19.
  • 8Shi Z Y, Ding X H, Gu H Z, A New Model Reduction and Expansion Method. Proc of International Conf on Structural Dynamics, Vibration, Noise and Control, 1995, 847-852.
  • 9Cawley P, Adams R D. The Location of Defects in Structures from Measurements of Natural Frequencies. Journal of Strain Analysis, 1979, 14(2): 49-57.
  • 10Kosko B. Neural Networks for Signal Processing. USA: Prentice Hall Englewood Cliffs, 1992.

共引文献90

同被引文献8

引证文献2

二级引证文献1

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