Identification of damage using natural frequencies and Markov parameters

Computers and Structures

Volumn 74, Issue 3, 2000, Pages 365-373

  Hassiotis, S ^a  

^a UNIVERSITY OF SOUTH FLORIDA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COMPUTER SIMULATION; DYNAMIC RESPONSE; MARKOV PROCESSES; MATHEMATICAL MODELS; NATURAL FREQUENCIES; PARAMETER ESTIMATION; PROBLEM SOLVING; STIFFNESS;

STRUCTURAL DAMAGE IMPULSE-RESPONSE;

STRUCTURAL ANALYSIS;

EID: 0033881841     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(99)00034-6     Document Type: Article

References (24)

1. Baruch M. Optimization procedure to correct stiffness and flexibility matrices using vibration tests. AIAA Journal. 16:1978;1208-1210.
2. Beck J.L., Katafygiotis L.S. Probabilistic system identification and health monitoring of structures. Tenth World Conference on Earthquake Engineering, Spain. vol.7:1992;3721-3732.
3. Cawley P., Adams R.D. The location of defects in structures from measurements of natural frequencies. Journal of Strain Analysis. 14:1979;49-57.
4. Chen J.C., Garba J.A. Analytical model improvement using modal test results. AIAA Journal. 18:1980;684-690.
5. Collins J.D., Hart G.C., Hasselman T.K., Kennedy B. Statistical identification of structures. AIAA Journal. 12:1974;185-190.
6. Courant R., Hilbert D. Methods of mathematical physics. 1989;Wiley, New York.
7. Hassiotis S., Jeong G.D. Assessment of structural damage from natural frequency measurements. Computers and Structures. 49:1993;679-691.
8. Hassiotis S., Jeong G.G. Identification of stiffness reductions using natural frequency measurements. Journal of Engineering Mechanics. 121:1995;1106-1113.
9. FORTRAN subroutines for mathematical applications. 1987;IMSL Inc, Houston, TX.
10. Juang J.N. Applied system identification. 1994;Prentice Hall, Englewood Cliffs, NJ.
11. Kabe A.M. Stiffness matrix adjustment using mode data. AIAA Journal. 23:1985;1431-1436.
12. Kaouk M., Zimmerman D.C. Structural damage assessment using a generalized minimum rank perturbation theory. AIAA Journal. 32:1994;836-842.
13. Koh C.G., See L.M., Balendra T. Damage detection of buildings: numerical and experimental studies. Journal of Structural Engineering, ASCE. 121:1992;1155-1160.
14. Kuo C.P., Wada B.K. Nonlinear sensitivity coefficients and corrections in system identification. AIAA Journal. 25:1987;1463-1468.
15. Lim T.W., Kashangaki T.A.L. Structural damage detection of space truss structures using best achievable eigenvectors. AIAA Journal. 32:1994;1049-1057.
16. Lindner D.K., Twitty G.B., Osterman S. Damage detection for composite materials using dynamic response data. Adaptive Structures and Material Systems, ASME. 35:1993;441-448.
17. Lin C.C., Soong T.T., Natke H.G. Real-time system identification of degrading structures. Journal of Engineering Mechanics, ASCE. 116:1990;2258-2274.
18. Liu P.L. Identification and damage detection of trusses using modal data. Journal of Structural Engineering, ASCE. 121:1995;599-606.
19. Pabst U., Hagedorn P. On the identification of localized losses of stiffness in structures. Structural Dynamics of Large Scale and Complex Systems, ASME. 59:1993;99-103.
20. Pappa R.S. Eigensystem realization algorithm user's guide for VAX/VMS computers. NASA Technical Memorandum 109066. Langley Research Center, Hampton, VA 1994.
21. Sheinman I. Damage detection in framed structures. Technical Note. AIAA Journal. 32:1993;1103-1105.
22. Skelton R.E. Dynamic systems control. 1988;Wiley, New York.
23. Smith S.W., Beattie C.A. Secant-method adjustment for structural models. AIAA Journal. 29:1991;119-126.
24. Stubbs N., Broome T.H., Osegueda R. Nondestructive construction error detection in large space structures. AIAA Journal. 28:1990;146-152.