期刊文献+

Damage detection of 3D structures using nearest neighbor search method 被引量:1

下载PDF
导出
摘要 An innovative damage identification method using the nearest neighbor search method to assess 3D structures is presented.The frequency response function was employed as the input parameters to detect the severity and place of damage in 3D spaces since it includes the most dynamic characteristics of the structures.Two-dimensional principal component analysis was utilized to reduce the size of the frequency response function data.The nearest neighbor search method was employed to detect the severity and location of damage in different damage scenarios.The accuracy of the approach was verified using measured data from an experimental test;moreover,two asymmetric 3D numerical examples were considered as the numerical study.The superiority of the method was demonstrated through comparison with the results of damage identification by using artificial neural network.Different levels of white Gaussian noise were used for polluting the frequency response function data to investigate the robustness of the methods against noise-polluted data.The results indicate that both methods can efficiently detect the damage properties including its severity and location with high accuracy in the absence of noise,but the nearest neighbor search method is more robust against noisy data than the artificial neural network.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2021年第3期705-725,共21页 地震工程与工程振动(英文刊)
  • 相关文献

参考文献13

二级参考文献89

  • 1Satish Nagarajaiah,Prasad Dharap.Reduced order observer based identification of base isolated buildings[J].Earthquake Engineering and Engineering Vibration,2003,2(2):237-244. 被引量:2
  • 2张德明,李整林,张仁和.基于自适应时频分析的海底参数反演[J].声学学报,2005,30(5):415-419. 被引量:22
  • 3Alvandi A and Cremona C (2006), "Assessment of Vibration-based Damage Identification Techniques," Journal Sound and Vibration, 292: 179-202. 被引量:1
  • 4Bendat JS and Piersol AG (1986), Random Data Analysis and Measurement Procedures, Second Edition, New York: Wiley. 被引量:1
  • 5Farrar CR and Jauregui DA (1998), "Comparative Study of Damage Identification Algorithms Applied to a Bridge: I. Experiment," Smart Materials and Structures, 7:704-719. 被引量:1
  • 6Martin HR (1989), "Statistical Moment Analysis as a Means of Surface Damage Detection," Proceedings of the 7th International Modal Analysis Conference, Las Vegas, Nevada, 1016-1021. 被引量:1
  • 7Salawu OS (1997), "Detection of Structural Damage trough Changes in Frequency: a Review," Engineering Structures, 19:718-723. 被引量:1
  • 8Shinozuka M and Jan CM (1972), "Digital Simulation of Random Processes and Its Applications," Journal of Sound and Vibration, 25(1): 111-128. 被引量:1
  • 9Worden K, Farrar CR, Manson G and Park G (2007), "Fundamental Axioms of Structural Health Monitoring," Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 463: 1639-1664. 被引量:1
  • 10Xu YL, Chen SW and Zhang RC (2003), "Modal Identification of Di Wang Building under Typhoon York Using HHT Method," The Structural Design of Tall Buildings, 12(1): 21-47. 被引量:1

共引文献53

同被引文献11

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