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