1 |
Farrar, C.R., Worden, K. (2007) An Introduction to Structural Health Monitoring, Philos. Trans. R. Soc. A: Math., Phys. & Eng. Sci., 365(1851), pp.303~315.
DOI
|
2 |
Kim, R.E., Moreu, F., Spencer Jr, B.F. (2016) Hybrid Model for Railroad Bridge Dynamics, Journal of Structural Engineering, 142(10), 04016066.
DOI
|
3 |
Li, J., Su, M., Fan, L. (2003) Natural Frequency of Railway Girder Bridges under Vehicle Loads, J. Bridge Eng., 8(4), pp.199~203.
DOI
|
4 |
Nagayama, T., Reksowardojo, A.P., Su, D., Mizutani, T. (2017) Bridge Natural Frequency Estimation by Extracting the Common Vibration Component from the Responses of Two Vehicles, Eng. Struct., 150, pp.821~829.
DOI
|
5 |
OBrien, E.J., Martinez, D., Malekjafarian, A., Sevillano, E. (2017) Damage Detection using Curvatures Obtained from Vehicle Measurements, J. Civil Struct. Health Monit., 7(3), pp.333~341.
DOI
|
6 |
Yang, Y.B., Cheng, M.C., Chang, K.C. (2013) Frequency Variation in Vehicle-Bridge Interaction Systems, Int. J. Struct. Stab. & Dyn., 13(2), 1350019.
DOI
|
7 |
McGetrick, P.J., Kim, C.W., Gonzalez, A., Brien, E.J. (2015) Experimental Validation of a Drive-by Stiffness Identification Method for Bridge Monitoring, Struct. Health Monit., 14(4), pp.317~331.
DOI
|
8 |
Zhang, Q.W., Fan, L.C., Yuan, W.C. (2002) Traffic-Induced Variability in Dynamic Properties of Cable-Stayed Bridge, Earthq. Eng. & Struct. Dyn., 31(11), pp.2015~2021.
DOI
|
9 |
Farrar, C.R., Doebling, S.W., Cornwell, P.J., Straser, E.G. (1996) Variability of Modal Parameters Measured on the Alamosa Canyon Bridge (No. LA-UR-96-3953; CONF-970233-7). Los Alamos National Lab., NM (United States).
|
10 |
Kim, C.Y., Jung, D.S., Kim, N.S., Kwon, S.D., Feng, M.Q. (2003) Effect of Vehicle Weight on Natural Frequencies of Bridges Measured from Traffic-Induced Vibration, Earthq. Eng. & Eng. Vib., 2(1), pp.109~115.
DOI
|
11 |
Sun, Z., Nagayama, T., Su, D., Fujino, Y. (2016) A Damage Detection Algorithm Utilizing Dynamic Displacement of Bridge under Moving Vehicle, Shock & Vib., 2016, 8454567.
|