Detection of damage in cyclic structures using an eigenpair sensitivity matrix
暂无分享,去创建一个
Eysa Salajegheh | M. J. Fadaee | J. Salajegheh | S. S. Naseralavi | E. Salajegheh | M. Fadaee | J. Salajegheh
[1] K. Chen,et al. Matrix preconditioning techniques and applications , 2005 .
[2] Richard B. Nelson,et al. Simplified calculation of eigenvector derivatives , 1976 .
[3] Branislav Titurus,et al. Damage detection using generic elements: Part II. Damage detection , 2003 .
[4] Dan Wang,et al. What are the repeated frequencies , 2005 .
[5] Emmanuel J. Candès,et al. Decoding by linear programming , 2005, IEEE Transactions on Information Theory.
[6] E. Salajegheh,et al. AN IMPROVED GENETIC ALGORITHM USING SENSITIVITY ANALYSIS AND MICRO SEARCH FOR DAMAGE DETECTION , 2010 .
[7] Kang-Min Choi,et al. Higher order eigensensitivity analysis of damped systems with repeated eigenvalues , 2004 .
[8] M. J. Fadaee,et al. Subset solving algorithm: A novel sensitivity-based method for damage detection of structures , 2011 .
[9] Gene H. Golub,et al. Matrix computations (3rd ed.) , 1996 .
[10] W. C. Mills-Curran,et al. CALCULATION OF EIGENVECTOR DERIVATIVES FOR STRUCTURES WITH REPEATED EIGENVALUES , 1988 .
[11] Leslie George Tham,et al. STRUCTURAL DAMAGE DETECTION BASED ON A MICRO-GENETIC ALGORITHM USING INCOMPLETE AND NOISY MODAL TEST DATA , 2003 .
[12] R. Fox,et al. Rates of change of eigenvalues and eigenvectors. , 1968 .
[13] Gene H. Golub,et al. Matrix computations , 1983 .
[14] Seamus D. Garvey,et al. Parameter subset selection in damage location , 1997 .
[15] Jinhee Lee. IDENTIFICATION OF MULTIPLE CRACKS IN A BEAM USING NATURAL FREQUENCIES , 2009 .
[16] S. S. Law,et al. Features of dynamic response sensitivity and its application in damage detection , 2007 .
[17] D. Wallerstein,et al. Modal design sensitivities for multiple eigenvalues , 1988 .
[18] Hans-Jürgen Hardtke,et al. An efficient technique for the computation of eigenvalue and eigenvector derivatives of cyclic structures , 2003 .
[19] Zhengliang Li,et al. A two-stage method to identify structural damage sites and extents by using evidence theory and micro-search genetic algorithm , 2009 .
[20] Alireza Rahai,et al. Structural finite element model updating using transfer function data , 2010 .
[21] Michael I. Friswell,et al. The Derivatives of Repeated Eigenvalues and Their Associated Eigenvectors , 1996 .
[22] John E. Mottershead,et al. Combining Subset Selection and Parameter Constraints in Model Updating , 1998 .
[23] V. Meruane,et al. An hybrid real genetic algorithm to detect structural damage using modal properties , 2011 .
[24] Ricardo Perera,et al. A multistage FE updating procedure for damage identification in large-scale structures based on multiobjective evolutionary optimization , 2008 .
[25] Patrick Paultre,et al. Consistent regularization of nonlinear model updating for damage identification , 2009 .
[26] Shirley J. Dyke,et al. Structural health monitoring for flexible bridge structures using correlation and sensitivity of modal data , 2007 .
[27] C. Fritzen,et al. DAMAGE DETECTION BASED ON MODEL UPDATING METHODS , 1998 .
[28] Joel A. Tropp,et al. Greed is good: algorithmic results for sparse approximation , 2004, IEEE Transactions on Information Theory.
[29] Hua-Peng Chen,et al. Application of regularization methods to damage detection in large scale plane frame structures using incomplete noisy modal data , 2008 .
[30] V. Ramamurti,et al. An equation solver for eigenvalue problems of cyclic symmetric structures , 1987 .
[31] E. J. Williams,et al. STRUCTURAL DAMAGE DETECTION BY A SENSITIVITY AND STATISTICAL-BASED METHOD , 1998 .
[32] D. L. Donoho,et al. Compressed sensing , 2006, IEEE Trans. Inf. Theory.
[33] Michael I Friswell,et al. Damage identification using inverse methods , 2007, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.