Structural finite element model updating using ambient vibration test results

Journal of Structural Engineering

Volumn 131, Issue 4, 2005, Pages 617-628

  Jaishi, Bijaya ^a   Ren, Wei Xin ^a,b  

^a FUZHOU UNIVERSITY   (China)

^b CENTRAL SOUTH UNIVERSITY   (China)

Author keywords

Finite element method; Structural dynamics; Vibration tests

Indexed keywords

ALGORITHMS; ARCH BRIDGES; BEAMS AND GIRDERS; DAMPING; EIGENVALUES AND EIGENFUNCTIONS; ELASTIC MODULI; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; MODAL ANALYSIS; OPTIMIZATION; STEEL; STIFFNESS; THREE DIMENSIONAL; VIBRATIONS (MECHANICAL);

FINITE ELEMENT (FE) MODEL; OPTIMIZATION ALGORITHMS; STRUCTURAL DYNAMICS; VIBRATION TESTS;

STRUCTURES (BUILT OBJECTS);

EID: 15944396520     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:4(617)     Document Type: Article

References (25)

1. Allemang, R. J., and Brown, D. L. (1982). "A correlation coefficient for modal vector analysis." Proc., 1st Int. Modal Analysis Conf., Orlando, Fla., 110-116.
2. ANSYS, User's manual, revision 5.6. (1999). Swanson Analysis System.
3. Baruch, M., and Bar-Itzhack, I. Y. (1978). "Optimal weighted orthogonalization of measured modes." AIAA J., 16(4), 346-351.
4. Berman, A., and Nagy, E. J. (1983). "Improvement of large analytical model using test data." AIAA J., 21(8), 1168-1173.
5. Bohle, K., and Fritzen, C. P. (2003). "Results obtained by minimising natural frequency and MAC value errors of a plate model." Mech. Syst. Signal Process., 17(1), 55-64.
6. Brownjohn, J. M. W., and Xia, P. Q. (2000). "Dynamic assessment of curved cable-stayed bridge by model updating." J. Struct. Eng., 126(2), 252-260.
7. CECS 28:90 (1990). The specification for design and construction of concrete filled steel tubular composite structures, The Plan Publishing House, Beijing, P.R. China.
8. De Roeck, G., and Peeters, B. (1999). MACEC2.0 - Modal analysis on civil engineering constructions, Department of Civil Engineering, Catholic University of Leuven, Belgium.
9. Denn, M. M. (1969). Optimization by variational methods, McGraw-Hill, New York.
10. Doebling, S. W., and Farrar, C. R. (1996). "Computation of structural flexibility for bridge health monitoring using ambient modal data." Proc., Engineering Mechanics, 1996, ASCE, Reston, Va., 1114-1117.
11. Fiacco, A. V., and McCormick, G. P. (1968). Nonlinear programming: Sequential unconstrained minimization techniques, Wiley, New York.
12. Friswell, M. I., and Mottershead, J. E. (1995). Finite element model updating in structural dynamics, Kluwer Academic, Dordrecht, The Netherlands.
13. Guyan, R. J. (1965). "Reduction of stiffness and mass matrices." AIAA J., 3(2), 380.
14. Hoyos, A., and Aktan, A. E. (1987). "Regional identification of civil engineered structures based on impact induced transient responses." Research Rep. 87-1, Louisiana State University, Baton Rouge, La.
15. Link, M. (1999). "Updating of analytical models - Review of numerical procedures and application aspects." Proc., Structural Dynamics Forum SD2000, Los Alamos, N.M.
16. Maia, N. M. M., and Silva, J. M. M. eds. (1997). Theoretical and experimental modal analysis. Research Studies Press Ltd., Somerset.
17. Moller, P. W., and Friberg, O. (1998). "Updating large finite element models in structural dynamics." AIAA J., 36(10), 1861-1868.
18. Morris, A. J. (1982). Foundations of structural optimization: A unified approach, Wiley-Interscience, New York.
19. Mottershead, J. E., and Friswell, M. I. (1993). "Model updating in structural dynamics: A survey." J. Sound Vib., 167(2), 347-375.
20. Powell, M. J. D. (1964). "An efficient method for finding the minimum of a function of several variables without calculating derivatives." Comput. J., 1, 155-162.
21. Teughels, A., Maeck, J., and De Roeck, G. (2001). "A finite element model updating method using experimental modal parameters applied on a railway bridge." Proc., 7th Int. Conf. on Computer Aided Optimum Design of Structures, Bologna, Italy, 97-106.
22. Toksoy, T., and Aktan, A. E. (1994). "Bridge condition assessment by modal flexibility." Exp. Mech., 34(3), 271-278.
23. Zhang, Q. W., Chang, C. C., and Chang, T. Y. P. (2000). "Finite element model updating for structures with parametric constraints." Earthquake Eng. Struct. Dyn., 29, 927-944.
24. Zhang, Q. W., Chang, C. C., and Chang, T. Y. P. (2001). "Finite element model updating for the Kap Shui Mun cable-stayed bridge." J. Bridge Eng., 6(4), 285-293.
25. Zhao, J., and DeWolf, J. T. (2002). "Dynamic monitoring of steel girder highway bridge." J. Bridge Eng., 7(6), 350-356.