Near-to-node modal identification using multiple related response models
暂无分享,去创建一个
Gregor Čepon | Miha Boltežar | Miha Pogačar | Tomaž Bregar | G. Čepon | Miha Pogacar | M. Boltežar | T. Bregar
[1] D. J. Ewins,et al. Modal Testing: Theory and Practice , 1984 .
[2] P. Guillaume,et al. The PolyMAX Frequency-Domain Method: A New Standard for Modal Parameter Estimation? , 2004 .
[3] M. Dumont,et al. Rotational Accelerometers and Their Usage in Investigating Shaker Head Rotations , 2015 .
[4] Janko Slavič,et al. High frequency modal identification on noisy high-speed camera data , 2018 .
[5] Daniel C. Kammer. Sensor placement for on-orbit modal identification and correlation of large space structures , 1991 .
[6] Shiqian Chen,et al. Modal identification of multi-degree-of-freedom structures based on intrinsic chirp component decomposition method , 2019, Applied Mathematics and Mechanics.
[7] Rina Febrina,et al. Estimating Rotational FRFs of a Complex Structure Using FE Model Updating, Mode Expansion and FRF Synthesis Method , 2020, IOP Conference Series: Materials Science and Engineering.
[8] Daniel Rixen,et al. Development of a Low Cost Automatic Modal Hammer for Applications in Substructuring , 2020 .
[9] Cyrille Stephan,et al. Sensor placement for modal identification , 2012 .
[10] Rongming Lin,et al. On the relationship between viscous and hysteretic damping models and the importance of correct interpretation for system identification , 2009 .
[11] Y. Champoux,et al. Moment excitation of structures using two synchronized impact hammers , 2003 .
[12] Nuno M. M. Maia,et al. Theoretical and Experimental Modal Analysis , 1997 .
[13] Randall J. Allemang,et al. THE MODAL ASSURANCE CRITERION–TWENTY YEARS OF USE AND ABUSE , 2003 .
[14] Ting-Hua Yi,et al. Blind Modal Identification Using Limited Sensors through Modified Sparse Component Analysis by Time-Frequency Method , 2018, Comput. Aided Civ. Infrastructure Eng..
[15] Ting-Hua Yi,et al. Closely spaced modes identification through modified frequency domain decomposition , 2018, Measurement.
[16] Branislav Titurus,et al. Theoretical and experimental modal analysis of a beam-tendon system , 2019, Mechanical Systems and Signal Processing.
[17] Gregor Čepon,et al. Full-degrees-of-freedom frequency based substructuring , 2018 .
[18] Costas Papadimitriou,et al. Optimal sensor placement methodology for parametric identification of structural systems , 2004 .
[19] Theodor Freiheit,et al. Non-contact experimental modal analysis using air excitation and a microphone array , 2010 .
[20] Ting-Hua Yi,et al. Clustering Number Determination for Sparse Component Analysis during Output-Only Modal Identification , 2019, Journal of Engineering Mechanics.
[21] G. E. Mase,et al. Continuum Mechanics for Engineers , 1991 .
[22] Ting-Hua Yi,et al. Blind Modal Identification in Frequency Domain Using Independent Component Analysis for High Damping Structures with Classical Damping , 2018, Comput. Aided Civ. Infrastructure Eng..
[23] Andy Moorhouse,et al. Moment excitation and the measurement of moment mobilities , 2012 .
[24] Gregor Čepon,et al. On the performance of direct piezoelectric rotational accelerometers in experimental structural dynamics , 2018, Measurement.
[25] Steve Vanlanduit,et al. Three-dimensional full-field vibration measurements using a handheld single-point laser Doppler vibrometer , 2019 .