Improving substructure identification accuracy of shear structures using virtual control system
暂无分享,去创建一个
[1] John E. Mottershead,et al. FICTITIOUS MODIFICATIONS FOR THE SEPARATION OF CLOSE MODES , 2002 .
[2] D.D.L. Chung,et al. Structural health monitoring by electrical resistance measurement , 2001 .
[3] George A. Bekey,et al. Non‐parametric identification of a class of nonlinear multidegree dynamic systems , 1982 .
[4] Łukasz Jankowski,et al. A substructure isolation method for local structural health monitoring , 2011 .
[5] Erik A. Johnson,et al. Substructure identification for shear structures I: Substructure identification method , 2013 .
[6] Charles R. Farrar,et al. An experimental investigation of change detection in uncertain chain-like systems , 2010 .
[7] Yi Chen,et al. A review on recent development of vibration-based structural robust damage detection , 2013 .
[8] Yang Wang,et al. Wireless Mobile Sensor Network for the System Identification of a Space Frame Bridge , 2012, IEEE/ASME Transactions on Mechatronics.
[9] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[10] Jun Li,et al. A review of recent research advances on structural health monitoring in Western Australia , 2016 .
[11] Xiaohua Yi,et al. Large-Deformation Analysis and Experimental Validation of a Flexure-Based Mobile Sensor Node , 2012, IEEE/ASME Transactions on Mechatronics.
[12] Sanjaya Kumar Patro,et al. Vibration-based damage detection techniques used for health monitoring of structures: a review , 2016 .
[13] Jinping Ou,et al. Structural damage identification by adding virtual masses , 2013 .
[14] Kohei Fujita,et al. Story-wise system identification of actual shear building using ambient vibration data and ARX model , 2014 .
[15] Jinping Ou,et al. Structural Health Monitoring in mainland China: Review and Future Trends , 2010 .
[16] 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 .
[17] Dongyu Zhang,et al. Substructure identification for shear structures: cross-power spectral density method , 2012 .
[18] Erik A. Johnson,et al. Substructure identification for shear structures II: Controlled substructure identification , 2013 .
[19] Ting-Hua Yi,et al. State-of-the-art in structural health monitoring of large and complex civil infrastructures , 2016 .
[20] Satish Nagarajaiah,et al. Structural monitoring and identification of civil infrastructure in the United States , 2016 .
[21] L. M. See,et al. Estimation of structural parameters in time domain: A substructure approach , 1991 .
[22] Erik A. Johnson,et al. Substructure Identification for Shear Structures with Nonstationary Structural Responses , 2013 .
[23] Roger Ghanem,et al. A novel approach for the structural identification and monitoring of a full-scale 17-story building based on ambient vibration measurements , 2008 .
[24] Ting-Hua Yi,et al. Recent research and applications of GPS‐based monitoring technology for high‐rise structures , 2013 .
[25] Michael I. Friswell,et al. Updating model parameters by adding an imagined stiffness to the structure , 1993 .
[26] Erik A. Johnson,et al. Controlled substructure identification for shear structures , 2014 .
[27] Erik A. Johnson,et al. Response Modification to Improve the Parameter Identification of Shear Structures: An Experimental Verification , 2013, IEEE/ASME Transactions on Mechatronics.