Substructural identification method without interface measurement

Journal of Engineering Mechanics

Volumn 129, Issue 7, 2003, Pages 769-776

  Koh, C G ^a   Shankar, K ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Algorithms; Interfaces; Measurement; Structural dynamics; Substructures

Indexed keywords

CONVERGENCE OF NUMERICAL METHODS; GENETIC ALGORITHMS; INVERSE PROBLEMS; LOADS (FORCES); PARAMETER ESTIMATION;

ROTATIONAL RESPONSE;

STRUCTURAL ANALYSIS;

STRUCTURAL PERFORMANCE;

EID: 0041813258     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2003)129:7(769)     Document Type: Article

References (19)

1. ANSYS. (1995). ANSYS theory reference, ANSYS, Inc., Canonsburg, Pa.
2. Back, T., and Schwefel, H. P. (1993). "An overview of evolutionary algorithms for parameter optimisation." Evol. Comput., 1(1), 1-23.
3. Bishop, R. E. D., and Thomson, D. C. (1960). The mechanics of vibration, Cambridge University Press, Cambridge, U.K.
4. Clough, R. W., and Penzien, J. (1993). Dynamics of structures, 2nd Ed., McGraw-Hill, New York.
5. Doebling, S. W., and Farrar, C. R. (1999). "The state of the art in structural identification of constructed facilities." Rep., prepared by the ASCE Committee on Structural Identification of Constructed Facilities, Draft, ASCE, New York.
6. Ghanem, R. R., and Shinozuka, M. (1995). "Structural-system identification. 1: Theory." J. Eng. Mech., 121(2), 255-264.
7. Haupt, R. L. (1999). Practical genetic algorithms, Wiley, New York.
8. Houk, C. R., Joines, J. A., and Kay, M. G. (1994). "A genetic algorithm for function optimization: A Matlab implementation." NCSU-IE Technical Rep. No. 95-09, North Carolina State Univ., Raleigh, N.C.
9. Koh, C. G., Hong, B., and Liaw, C. Y. (2000a). "Parameter identification of large structural systems in time domain." J. Struct. Eng., 126(8), 957-963.
10. Koh, C. G., Hong, B., and Liaw, C. Y. (2000b). "System identification strategies for structural health monitoring." Proc., Int. Conf. on Advances in Structural Dynamics, Hong Kong, Elsevier Science. Amsterdam, U.K., 1029-1036.
11. Koh, C. G., See, L. M., and Balendra, T. (1991). "Estimation of structural parameters in the time domain: A substructure approach." Earthquake Eng. Struct. Dyn., 20(8), 787-801.
12. Kozin, F., and Natke, H. G. (1986). "System identification techniques." Struct. Safety, 3, 269-316.
13. Ljung, L., and Glover, K. (1981). "Frequency domain versus time domain methods in system identification." Automatica, 17(1), 71-86.
14. Meirovitch, L (1986). Elements of vibration analysis, McGraw-Hill, New York.
15. Michalwicz, Z. (1992). Genetic algorithms+data structures=Evolution programs, Springer, Berlin.
16. Oreta, A. W. C., and Tanabe, T. A. (1994). "Element identifications of member properties of framed structures." J. Struct. Eng., 120(7), 1961-1976.
17. Udwadia, F. E. (1985). "Some uniqueness results related to soil and building structural identification." SIAM (Soc. Ind. Appl. Math.) J. Appl. Math., 45(4), 674-685.
18. Yun, C. B., and Bahng, E. Y. (2000), "Substructural identification using neural network." Comput. Struct., 77, 41-52.
19. Yun, C. B., and Lee, H. J. (1997). "Substructural identification for damage assessment of structures." Struct. Safety, 19(1), 121-140.