Force identification by means of in-operation modal models
暂无分享,去创建一个
[1] J. Swevers,et al. Updating modal models from response measurements , 1998 .
[2] P. Verboven,et al. Identification of modal parameters from inconsistent data , 2002 .
[3] L. Hermans,et al. Modal parameter estimation from inconsistent data sets , 2000 .
[4] Raj Nataraja. Structural Integrity Monitoring in Real Seas , 1983 .
[5] Charles R. Farrar,et al. Computation of structural flexibility for bridge health monitoring using ambient modal data , 1996 .
[6] H. Van der Auweraer,et al. A frequency-domain maximum likelihood approach for the extraction of modal parameters from output-only data , 1998 .
[7] J. Deweer,et al. Obtaining a scaled modal model of panel type structures using acoustic excitation , 1999 .
[8] Nam-Sik Kim,et al. Effect of vehicle mass on the measured dynamic characteristics of bridges from traffic-induced vibration test , 2001 .
[9] E. Parloo,et al. An inverse method for the identification of localized excitation sources , 2002 .
[10] E. Parloo,et al. Maximum likelihood identification of modal parameters from non-stationary operational data , 2001 .
[11] Simon Roberts. Identification of the modal parameters affecting automotive ride characteristics , 2001 .
[12] Patrick Vanhonacker,et al. Differential and Difference Sensitivities of Natural Frequencies and Mode Shapes of Mechanical Structures , 1980 .
[13] Patrick Guillaume,et al. Maximum likelihood identification of modal parameters from operational data , 1999 .
[14] T. R. Whittome,et al. 9 Monitoring offshore structures by vibration techniques , 1983 .
[15] E. Parloo,et al. DAMAGE ASSESSMENT USING MODE SHAPE SENSITIVITIES , 2003 .