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Damage Detection in Cable-Stayed Bridges Using Vibration Modes  

Kong, Min-Sik (서울시립대학교 토목공학과)
Ka, Hoon (서울시립대학교 토목공학과)
Son, Seok-Ho ((주) 동성엔지니어링 구조부)
Yhim, Sung-Soon (서울시립대학교 토목공학과)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.10, no.6, 2006 , pp. 113-123 More about this Journal
Abstract
As Cable-stayed bridges were constructed to the long span, they have become bigger and had weaknesses to vibration induced by earthquake, wind and vehicle loads. Structural damages induced by these loads affect the characteristic of vibration modes of structure. Damage detection of cable-stayed bridges by using existing safety diagnosis is difficult to detect the characteristic change of overall structural action. Also it requires very much time and cost. So in this study, the investigation of characteristic change of structural action and the detection of structural damages is analyzed by using characteristic properties of vibration mode before and after structural damage.
Keywords
Cable-Stayed Bridge; Vibration Mode; Damage Detection;
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1 A. K. Pandey and M. Biswas, Damage Detection in Structures Using Changes in Flexibility, Journal of Sound and Vibration, 169(1), 3-17, 1994.   DOI   ScienceOn
2 D. J. Ewins, Modal Testing : Theory, Practice and Application, 2nd Ed., Research Studies Press, 2000.
3 John F. Fleming, Nonlinear Static Analysis of Cable-Stayed Bridge Structures, Computers & Structures, Vol. 10, 621-635, 1979.   DOI   ScienceOn
4 P. H. Wang, T. C. Tseng and C. G. Yang, Initial Shape of Cable-Stayed Brides, Computer & Structures, Vol. 47, 111-123, 1993.   DOI   ScienceOn
5 W. McGuire, R. H. Gallagher, R. D. Ziemian, Matrix Structural Analysis, 2nd ed., John Wiley & Sons, 2000.
6 A. Messina, E. J. Williams and T. Contursi, Structural Damage Detection by a Sensitivity and Statistical -Based Method, Journal of Sound and Vibration, 216(5), 791-808, 1998.   DOI   ScienceOn
7 W.McGuire, R. H.Gallagher, R. D. Ziemian, Marix Sturctural Anlaysis, 2nd ed., John Wiley & Sons, 2000.
8 J. H. Ernst, Der E-modul von seilen under Berucksichtigung des durchhanges, Der Bauingenieur 1965.
9 J. T. Kim and N. Stubbs, Crack Detection in Beam-Type Structures using Frequency Data, Journal of Sound and Vibration, 259(1), 145-160, 2003.   DOI   ScienceOn
10 M.H. Irvine, Cable Structure, MIT Press, 1981.
11 T. Contursi, A. Messina and E. J. Williams, A Multiple-Damage Location Assurance Criterion Based on Natural Frequency Changes, Journal of Vibration and Control, Vol. 4, 619-633, 1998.   DOI   ScienceOn
12 West, W.M, Illustration of the use of modal assurance criterion to detect structural changes in an orbiter test specimen, Proceedings of the Air Force Conference on Aircraft Structural Integrity, 1984.
13 Jeong-Tae Kim, Yeon-Sun Ryu, Hyun-Man Cho and Norris Stubbs, Damage Identification in Beam-Type Structures: Frequency-Based method vs Mode-Shape-Based Method, Engineering Structures, Vol. 25, 57-67, 2003.   DOI   ScienceOn
14 P. H. Wang and C. G. Yang, Parametric Studies on Cable-Stayed Brides, Computers & Structures, Vol. 60, 243-260, 1996.   DOI   ScienceOn
15 Cawley P, Adams RD. The Location of Defects in Structures from Measurements of Natural Frequencies. J.Strain Analysism, Vol. 14, 49-57. 1979.   DOI   ScienceOn