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TECHNICAL PAPERS

Structural Damage Detection Using Linear Matrix Inequality Methods

[+] Author and Article Information
M. O. Abdalla, K. M. Grigoriadis, D. C. Zimmerman

Department of Mechanical Engineering, University of Houston, Houston, TX 77204-4792

J. Vib. Acoust 122(4), 448-455 (Mar 01, 2000) (8 pages) doi:10.1115/1.1287029 History: Received July 01, 1998; Revised March 01, 2000
Copyright © 2000 by ASME
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References

Figures

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Matrix update, two measured modes with 0 percent noise
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Matrix update, nine measured modes with 3 percent noise
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Matrix update, nine measured modes with 5 percent noise
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Matrix update, five measured modes with 3 percent noise
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Matrix update, five measured modes with 5 percent noise
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Parameter update, two measured modes with 0 percent noise
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Parameter update, nine measured modes with 3 percent noise
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Parameter update, nine measured modes with 5 percent noise
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Parameter update, five measured modes with 3 percent noise
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Parameter update, five measured modes with 5 percent noise
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Cantilevered beam test-bed
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Experimental setup at DSCL
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Matrix update, stiffness matrix perturbation ΔK
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Elemental stiffness reductions from LMI parameter update
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Stiffness matrix perturbation ΔK

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