Structural damage identification of the highway bridge Z24 by FE model updating

[1]  G. De Roeck,et al.  Z24 bridge damage detection tests , 1999 .

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

[3]  Ahmet E. Aktan,et al.  Modal analysis for damage identification: Past experiences and Swiss Z-24 Bridge , 2002 .

[4]  R. Fox,et al.  Rates of change of eigenvalues and eigenvectors. , 1968 .

[5]  Guido De Roeck,et al.  STRUCTURAL DAMAGE IDENTIFICATION USING MODAL DATA. I: SIMULATION VERIFICATION , 2002 .

[6]  O. S. Salawu.  Detection of structural damage through changes in frequency: a review , 1997 .

[7]  John E. Mottershead,et al.  Finite Element Model Updating in Structural Dynamics , 1995 .

[8]  Guido De Roeck,et al.  Damage Detection on a Prestressed Concrete Bridge and RC Beams Using Dynamic System Identification , 1999 .

[9]  Hong Hao,et al.  Civil structure condition assessment by FE model updating: methodology and case studies , 2001 .

[10]  G. De Roeck,et al.  DESCRIPTION OF Z24 BENCHMARK , 2003 .

[11]  James V. Beck,et al.  Parameter Estimation in Engineering and Science , 1977 .

[12]  Charles R. Farrar,et al.  A summary review of vibration-based damage identification methods , 1998 .

[13]  Norris Stubbs,et al.  A methodology to nondestructively evaluate the structural properties of bridges , 1999 .

[14]  Guido De Roeck,et al.  REFERENCE-BASED STOCHASTIC SUBSPACE IDENTIFICATION FOR OUTPUT-ONLY MODAL ANALYSIS , 1999 .

[15]  Charles R. Farrar,et al.  Application of the strain energy damage detection method to plate-like structures , 1999 .

[16]  Nuno M. M. Maia,et al.  Theoretical and Experimental Modal Analysis , 1997 .

[17]  Norris Stubbs,et al.  Damage identification in beam-type structures: frequency-based method vs mode-shape-based method , 2003 .

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

[19]  Nicholas I. M. Gould,et al.  Trust Region Methods , 2000, MOS-SIAM Series on Optimization.