참고문헌
- Douglas, B.M. and Reid, W.H. (1982), "Dynamic tests and system identification of bridges", J. Struct. Div-ASCE, 108(ST10), 2295-2312.
- Ewins, D.J. (1984), Modal Testing-Theory and Practice-, Research Studies Press, New York.
- Hart, G.C. and Yao, J.T.P. (1977), "System identification in structural dynamics", J. Eng. Mech. Div.-ASCE, 103(EM6), 1141-1157.
- He, X., Moaveni, B., Conte, J.P. and Elgamal, A. (2008), "Modal identification study of vincent thomas bridge using simulated wild-induced ambient vibration data", Comput-Aided Civ. Inf., 23(5), 373-388. https://doi.org/10.1111/j.1467-8667.2008.00544.x
- Hewlett, P. (1978), 5451C Fourier Analyzer System Operating Manual-Modal Analysis Operating & Service Manual, HP Co. Ltd.
- Heins, C.P. and Kato, H. (1982), "Load redistribution of cracked girders", J. Struct. Div-ASCE, 108(ST8), 1909-1915.
- Ito, M. and Katayama, T. (1965), "Vibration damping of bridge structures", Proceedings of the Japan Society of Civil Engineers, Japan Society of Civil Engineering (JSCE), 117, 12-21.
- Japanese Society of Steel Construction (JSSC) (1972), "Report of study on durability of steel structures- road bridges-", Journal of JSSC, Japanese Society of Steel Construction, 8(84).
- Maekawa, Y., Nakamura, I., Nishioka, K., Ishizaki, Y. and Kanemoto, I. (1997), "Recent examples of damage to steel structures of hanshin expressways", Proceedings of Steel Construction Engineering, Japanese Society of Steel Construction (JSSC), 4(15), 29-44.
- Nishimura, A., Fujii, M., Miyamoto, A. and Kagayama, T. (1985), "Bridge assessment case studies", J. Bridge Found. Eng., Kensetsu Tosho Co. Ltd., 19(4), 18-24.
- Nishimura, A., Fujii, M., Miyamoto, A. and Kagayama, T. (1987), "Sensitivity of mechanical behavior of bridges for their damage assessment", Proceedings of the Japan Society of Civil Engineers, Japan Society of Civil Engineering (JSCE), 380(I-7), 355-364.
- Ostachowicz, W. and Krawczuk, M. (2009), Modeling for Detection of Degraded Zones in Metallic and Composite Structures, Encyclopedia of Structural Health Monitoring, Vol.2, 851-866, John Wiley & Sons Ltd., West Sussex, UK.
- Sohn, H. and Kim, S.D. (2008), "Reference-free damage classification based on cluster analysis", Comput-Aided Civ. Inf., 23(5), 324-338. https://doi.org/10.1111/j.1467-8667.2008.00541.x
- Urban Expressway Research Group (2004), Inspection and Repair Manual for Urban Expressway Bridges, Rikoh Tosho Co. Ltd., Tokyo.
- Yanev, B. (2007), Bridge Management, John Wiley & Sons, Inc., New Jersey, USA.
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