![]() Generalization of the statistical moment-based damage detection methodĪ dynamic nondestructive damage detection methodology for orthotropic plate structures Time domain identification of multiple cracks in a beam (1998), 'Structural damage detection using artificial neural networks', J of Infrastructure Systems, 4(3), 93-101 (ASCE)1076-0342(1998)4:3(93)ĭamage assessment of frame structure using quadratic time-frequency distributionsįree vibration analysis of rotating tapered blades using Fourier-p superelementĭamage detection in truss structures using a flexibility based approach with noise influence considerationĪ new statistical moment-based structural damage detection method (1998), 'Nondestructive damage detection using structural dynamic properties', Thesis of Doctor of Philosophy, University of Connecticut (1999), 'Sensitivity study for vibrational parameters used in damage detection', J Struct. (1995), 'Bridge-condition assessment by modal flexibility', North American Workshop on Instrumentation and Vibration Analysis of Highway Bridges, Cincinnati, Ohio (1973), The Stress Analysis of Cracks Handbook, Del Research Corp., Hellerton, PA and Garcia, G (1996), 'Application of pattem recognition to damage localization', Microcomputers in Civil Engineering, 11, 395-409 (1990), 'Experimental dynamic analysis of cracked free-free beams', Experimental Machanics, 30, 20-25 ![]() (1995), 'Dynamic testing (Vibration Analysis) of highway bridge', North American Workshop on Instrumentation and Vibration Analysis of Highway Bridges, Cincinnati, Ohio Shores Cracked Viaduct (1988), Engineering News-Record, McGraw-Hill, Inc. (1992), 'Flexibility by multireference impact testing for bridge diagnostics', J Struct. (1987), 'Coupled of bending and torsional vibration of a cracked Timoshenko shaft', Ingenieur Archive, 57, 495-505 (1987), 'Coupled longitudinal and bending vibrations of a rotating shaft with an open crack', J Sound Vib., 117(1), 81-93 (87)90437-8 (1988), 'Spatial correlation of mode shapes, The Coordinate Modal Assurance Criterion (COMAC)', Proc. (1995), 'Dynamic assessment of bridge load-carrying capacities', J Struct. Law, S.S., Ward, H.S., Shi, GB., Chen R.Z., Waldron, P.(1993), 'Full-scale bridge test to monitor vibrational signatures', Structural Engineering in Natural Hazards Mitigation, Irvine, CA (1996), 'Nondestructive evaluation with vibrational analysis', Nondestructive Testing Methods for Civil Infrastructure, ASCE (1995), 'Model-uncertainty impact and damage-detection accuracy in plate girder', J Struct. (1982), 'Transverse vibrations of a general cracked-rotor bearing system', J of Mech. Report 87-1, Louisiana State Univ., Baton Rouge, LA (1987), 'Regional identification of civil engineered structures based on impact induced transient responses', Res. ![]() (1983), 'The dynamic behavior of slender structures with cross-section cracks', J Mech. (1982), 'Eigenfrequency changes of structures due to cracks, notches or other geometrical changes', J Mech., Phys. (1983), Analytical Methods in Rotor Dynamics, Applied Science Publishers, London (1998), 'Dynamic vibrational techniques in bridge monitoring', Technical Report to Connecticut Department of Transportation, Report CEE-98-1 (1995), 'Continuous monitoring of bridge structures', IABSE Symposium, San Francisco, CA ![]() (1982), 'A correlation coefficient for modal vector analysis', Proc. (1995), 'Measuring bridge vibration for detection of structural damage', Report FHWA/RR-95/165 (1995), 'Multireference modal testing for bridge diagnostics', North American Workshop on Instrumentation and Vibration Analysis ofHighway Bridges, Cincinnati, Ohio ![]()
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