A spectrum-driven damage identification by minimum constitutive relation error and sparse regularization
暂无分享,去创建一个
Kohei Fujita | Izuru Takewaki | Jia Guo | Jian Jiao | I. Takewaki | Jia Guo | K. Fujita | Jian Jiao
[1] Eleni Chatzi,et al. An experimental validation of time domain system identification methods with fusion of heterogeneous data , 2015 .
[2] Amir Beck,et al. On the Convergence of Alternating Minimization for Convex Programming with Applications to Iteratively Reweighted Least Squares and Decomposition Schemes , 2015, SIAM J. Optim..
[3] John E. Mottershead,et al. The sensitivity method in finite element model updating: A tutorial (vol 25, pg 2275, 2010) , 2011 .
[4] Eric Florentin,et al. Identification of the parameters of an elastic material model using the constitutive equation gap method , 2010 .
[5] Jiahao Lin,et al. Structural responses to arbitrarily coherent stationary random excitations , 1994 .
[6] Hamid Ahmadian,et al. Generic element matrices suitable for finite element model updating , 1995 .
[7] Izuru Takewaki,et al. Modal‐based structural damage identification by minimum constitutive relation error and sparse regularization , 2018, Structural Control and Health Monitoring.
[8] Joel P. Conte,et al. Fully nonstationary analytical earthquake ground-motion model , 1997 .
[9] Li Wang,et al. An enhanced response sensitivity approach for structural damage identification: convergence and performance , 2017 .
[10] A. Kiureghian. A response spectrum method for random vibration analysis of mdf systems , 1981 .
[11] Jiahao Lin,et al. Accurate and highly efficient algorithms for structural stationary/non-stationary random responses , 2001 .
[12] M. Bonnet,et al. Overview of Identification Methods of Mechanical Parameters Based on Full-field Measurements , 2008 .
[13] Zibin Zheng,et al. Structural damage identification based on power spectral density sensitivity analysis of dynamic responses , 2015 .
[14] Costas Papadimitriou,et al. Component mode synthesis techniques for finite element model updating , 2013 .
[15] Sebastien Le Loch,et al. Validation and updating of industrial models based on the constitutive relation error , 2004 .
[16] Pierre Villon,et al. Robust identification of elastic properties using the Modified Constitutive Relation Error , 2015 .
[17] Bertrand Wattrisse,et al. Elastoplastic Behavior Identification for Heterogeneous Loadings and Materials , 2008 .
[18] Izuru Takewaki,et al. Frequency response-based damage identification in frames by minimum constitutive relation error and sparse regularization , 2019, Journal of Sound and Vibration.
[19] Li Wang,et al. Sensitivity-free damage identification based on incomplete modal data, sparse regularization and alternating minimization approach , 2019, Mechanical Systems and Signal Processing.
[20] Pierre Ladevèze,et al. Reduced bases for model updating in structural dynamics based on constitutive relation error , 2002 .
[21] Eric M. Hernandez,et al. Identification of isolated structural damage from incomplete spectrum information using l1-norm minimization , 2014 .
[22] Bart De Moor,et al. N4SID: Subspace algorithms for the identification of combined deterministic-stochastic systems , 1994, Autom..
[23] Stéphane Pagano,et al. Identification of Mechanical Properties by Displacement Field Measurement: A Variational Approach , 2003 .
[24] Sanjaya Kumar Patro,et al. Vibration-based damage detection techniques used for health monitoring of structures: a review , 2016 .
[25] Joel P. Conte,et al. Nonlinear finite element model updating for damage identification of civil structures using batch Bayesian estimation , 2017 .
[26] Pierre Villon,et al. Modified constitutive relation error: An identification framework dealing with the reliability of information , 2016 .
[27] Eleni Chatzi,et al. The unscented Kalman filter and particle filter methods for nonlinear structural system identification with non‐collocated heterogeneous sensing , 2009 .
[28] S. S. Law,et al. Features of dynamic response sensitivity and its application in damage detection , 2007 .
[29] Alessandro De Stefano,et al. Vibration-based monitoring of civil infrastructure: challenges and successes , 2011 .
[30] Paulo B. Lourenço,et al. A spectrum-driven damage identification technique: Application and validation through the numerical simulation of the Z24 Bridge , 2016 .
[31] Jiahao Lin,et al. Pseudo-excitation algorithm for nonstationary random seismic responses , 1994 .
[32] Samit Ray-Chaudhuri,et al. Fundamental mode shape and its derivatives in structural damage localization , 2013 .