Structural damage identification algorithm based on changes in power spectral density
暂无分享,去创建一个
Toshiyuki Oshima | Shuichi Mikami | Sherif Beskhyroun | Yutaka Tsubota | S. Beskhyroun | T. Oshima | S. Mikami | Yutaka Tsubota
[1] B. Peeters,et al. Vibration-based damage detection in civil engineering: excitation sources and temperature effects , 2001 .
[2] I. Ojalvo,et al. Diagnostics for geometrically locating structural math model errors from modal test data , 1988 .
[3] J. C. S. Yang,et al. Damage Detection in Offshore Structures by the Random Decrement Technique , 1984 .
[4] Toshiyuki Oshima,et al. Damage detection and localization on structural connections using vibration-based damage identification methods , 2003 .
[5] Nuno M. M. Maia,et al. DAMAGE DETECTION USING THE FREQUENCY-RESPONSE-FUNCTION CURVATURE METHOD , 1999 .
[6] James M. Ricles,et al. Damage detection in elastic structures using vibratory residual forces and weighted sensitivity , 1992 .
[7] Sami F. Masri,et al. Identification of Nonlinear Vibrating Structures: Part II—Applications , 1987 .
[8] P. Welch. The use of fast Fourier transform for the estimation of power spectra: A method based on time averaging over short, modified periodograms , 1967 .
[9] H. G. Natke,et al. System Identification Methods for Fault Detection and Diagnosis , 1990 .
[10] Shuichi Mikami,et al. Modified damage identification algorithm based on vibration measurements , 2004 .