Influence of statistical errors on damage detection based on structural flexibility and mode shape curvature

[1]  J. Bendat Statistical errors in measurement of coherence functions and input/output quantities , 1978 .

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

[3]  Julius S. Bendat,et al.  Engineering Applications of Correlation and Spectral Analysis , 1980 .

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

[5]  A. K. Pandey,et al.  Damage Detection in Structures Using Changes in Flexibility , 1994 .

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

[7]  John W. Bull Computational modelling of masonry, brickwork and blockwork structures , 2001 .

[8]  Yi-Qing Ni,et al.  Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun Bridge , 2002 .

[9]  J. Vantomme,et al.  Damage assessment in reinforced concrete beams using eigenfrequencies and mode shape derivatives , 2002 .

[10]  Bart Peeters,et al.  COMPARATIVE STUDY OF MODAL ANALYSIS TECHNIQUES FOR BRIDGE DYNAMIC CHARACTERISTICS , 2003 .

[11]  Claus-Peter Fritzen,et al.  Vibration-Based Structural Health Monitoring – Concepts and Applications , 2005 .

[12]  D. A. Castello,et al.  A flexibility-based continuum damage identification approach , 2005 .

[13]  Wilfried B. Krätzig,et al.  Compliance-based structural damage measure and its sensitivity to uncertainties , 2005 .

[14]  Helmut Wenzel,et al.  Ambient Vibration Monitoring , 2005 .