1 |
Tilly, G.P. (1986), Dynamic behaviour of concrete structures: report of the rilem 65 Mdb committee, Elsevier Science Ltd, Amsterdam.
|
2 |
Kim, J. and Lynch, J.P. (2012), "Experimental analysis of vehicle-bridge interaction using a wireless monitoring system and a two-stage system identification technique", Mech. Syst. Signal Pr., 28, 3-19.
DOI
ScienceOn
|
3 |
Macdonald, J.H.G. and Daniell, W.E. (2005), "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modeling", Eng. Struct., 27(13), 1916-1930.
DOI
ScienceOn
|
4 |
Sohn, H. (2007), "Effects of environmental and operational variability on structural health monitoring", Philos. T. R. Soc. A, 365, 539-560.
DOI
ScienceOn
|
5 |
Carden, E.P. and Fanning, P. (2004), "Vibration based condition monitoring: a review", Struct. Health Monit., 3(4), 355-377.
DOI
ScienceOn
|
6 |
Yang, Y.B., Lin, C.W. and Yau, J.D. (2004), "Extracting bridge frequencies from the dynamic response of a passing vehicle", J. Sound Vib., 272(3-5), 471-493.
DOI
ScienceOn
|
7 |
Zhang, Q.W., Fan, L.C. and Yuan, W.C. (2002), "Traffic-induced variability in dynamic properties of cable-stayed bridge", Earthq. Eng. Struct. D., 31(11), 2015-2021.
DOI
ScienceOn
|
8 |
Zhang, Y. and Xiang, Z.H. (2011), "Frequency shift curve based damage detection method for beam structures", Comput. Mater. Con., 26, 19-35.
|
9 |
De Roeck, G., Maeck, J., Michielsen, T. and Seynaeve, E. (2002), "Traffic-induced Shifts in modal properties of bridges", Proceedings of the20th Int. Modal Anal. Conf. (IMAC20).
|
10 |
Doebling, S.W., Farrar, C.R. and Prime, M.B. (1998), "A summary review of vibration-based damage identification methods", Shock Vibr. Dig., 30(2) 91-105.
|
11 |
Fan, W. and Qiao, P. (2011), "Vibration-based damage identification methods: a review and comparative study", Struct. Health Monit., 10(1), 83-111.
DOI
ScienceOn
|
12 |
Kim, C.W. and Kawatani, M. (2006), "Effect of train dynamics on seismic response of steel monorail bridges under moderate ground motion", Earthq. Eng. Struct. D., 35(10), 1225-1245.
DOI
|
13 |
Kim, C.W. and Kawatani, M. (2008), "Pseudo-static approach for damage identification of bridges based on coupling vibration with a moving vehicle", Struct. Infrastruct. Eng., 4(5), 371-379.
DOI
ScienceOn
|
14 |
Lin, C.W. and Yang, Y.B. (2005), "Use of a passing vehicle to scan the bridge frequencies-an experimental verification", Eng. Struct., 27(13), 1865-1878.
DOI
ScienceOn
|
15 |
Kim, C.Y., Jung, D.S., Kim, N.S., Kwon, S.D. and Feng, M.Q. (2003), "Effect of vehicle weight on natural frequencies of bridges measured from traffic-induced vibration", Earthq. Eng. Eng. Vib., 2(1), 109-115.
DOI
ScienceOn
|
16 |
Clough, R.W. and Penzien, J. (1993), Dynamics of structures, (2nd Ed.), McGraw-Hill Book Co., Singapore.
|