Interval Analysis Method for Structural Damage Identification Based on Multiple Load Cases

[1]  Richard G. Cobb,et al.  Structural Damage Identification Using Assigned Partial Eigenstructure , 1997 .

[2]  Mohamed Kaouk,et al.  Structural damage assessment using a generalized minimum rank perturbation theory , 1993 .

[3]  Masato Abe Structural damage detection by natural frequencies , 1996 .

[4]  S. Caddemi,et al.  The influence of instrumental errors on the static identification of damage parameters for elastic beams , 2006 .

[5]  Christian Cremona,et al.  Assessment of vibration-based damage identification techniques , 2006 .

[6]  Masoud Sanayei,et al.  Damage assessment of structures using static test data , 1991 .

[7]  Isaac Elishakoff,et al.  Three Versions of the Finite Element Method Based on Concepts of Either Stochasticity, Fuzziness, or Anti-Optimization , 1998 .

[8]  Robert D. Adams,et al.  The location of defects in structures from measurements of natural frequencies , 1979 .

[9]  Robin Bruno,et al.  Identification of nonlinear joints in a truss structure , 1994 .

[10]  J. D. Collins,et al.  Statistical Identification of Structures , 1973 .

[11]  Stefano Gabriele,et al.  An Interval Uncertainty Based Method for Damage Identification , 2007 .

[12]  Wei-Xin Ren,et al.  Damage detection by finite element model updating using modal flexibility residual , 2006 .

[13]  K. Hjelmstad,et al.  Parameter Estimation of Structures from Static Response. II: Numerical Simulation Studies , 1994 .

[14]  Keith D. Hjelmstad,et al.  Damage detection and assessment of structures from static response , 1997 .

[15]  Hong Hao,et al.  Damage identification of structures with uncertain frequency and mode shape data , 2002 .

[16]  J. Vehí,et al.  Structural assessment under uncertain parameters via interval analysis , 2008 .

[17]  K. Hjelmstad,et al.  Parameter Estimation of Structures from Static Response. I. Computational Aspects , 1994 .

[18]  Arun Kumar Pandey,et al.  Damage detection from changes in curvature mode shapes , 1991 .

[19]  Guido De Roeck,et al.  Damage assessment by FE model updating using damage functions , 2002 .

[20]  Hong Hao,et al.  Statistical damage identification of structures with frequency changes , 2003 .

[21]  X. Y. Li,et al.  Damage Identification of Structures Including System Uncertainties and Measurement Noise , 2008 .

[22]  E. Parloo,et al.  DAMAGE ASSESSMENT USING MODE SHAPE SENSITIVITIES , 2003 .

[23]  Masoud Sanayei,et al.  STRUCTURAL ELEMENT STIFFNESS IDENTIFICATION FROM STATIC TEST DATA , 1991 .

[24]  Singiresu S Rao,et al.  Structural fault detection using fuzzy logic , 1996 .

[25]  L. D. Peterson,et al.  Health monitoring of aircraft structures using experimental flexibility matrices , 1996 .

[26]  Usik Lee,et al.  A structural damage identification method for plate structures , 2002 .

[27]  H. Lee,et al.  STATISTICAL DAMAGE ASSESSMENT OF FRAMED STRUCTURES FROM STATIC RESPONSES , 2000 .

[28]  David Moens,et al.  Fuzzy Finite Element Method for Frequency Response Function Analysis of Uncertain Structures , 2002 .

[29]  Mohamed Abdel-Basset Abdo,et al.  Parametric study of using only static response in structural damage detection , 2012 .

[30]  Tae W. Lim,et al.  Structural damage detection of space truss structures using best achievable eigenvectors , 1994 .