1 |
Balmes, E., Basseville, M., Mevel, L. and Nasser, H. (2009), "Handling the temperature effect in vibration monitoring of civil structures: A combined subspace-based and nuisance rejection approach", Control Eng.Pract., 17(1), 80-87.
DOI
|
2 |
Devore, J.L. (1987), Probability and Statistics for Engineering and the Sciences, 2nd Ed., Brooks/Cole Publishing Company, Monterey, California.
|
3 |
Fasel, T.R., Sohn, H., Park, G. and Farrar, C.R. (2005), "Active sensing using impedance-based ARX models and extreme value statistics for damage detection", Earthq. Eng. Struct. D., 34(7), 763-785.
DOI
|
4 |
Ho, D.D., Kim, J.T., Stubbs, N. and Park, W.S. (2012), "Prestress-force estimation in PSC girder using modal parameters and system identification", Adv. Struct. Eng., 15(6), 997-1012.
DOI
|
5 |
Hong, D.S. (2011), Vibration-Impedance-Based Hybrid Structural Health Monitoring and Temperature Effect Assessment in Girder's Structures, PhD Thesis, Department of Ocean Engineering, Pukyong National University, Korea.
|
6 |
Huynh, T.C. and Kim, J.T. (2014), "Impedance-based cable force monitoring in tendon-anchorage using portable PZT-interface technique", Math.Probl. Eng., 2014, Article ID 784731, 11 pages.
|
7 |
Kim, J.T., Huynh, T.C. and Lee, S.Y. (2014), "Wireless structural health monitoring of stay cables under two consecutive typhoons", Struct. Monitor.Maint., 1(1), 47-67.
DOI
|
8 |
Kim, J.T., Park, J.H., Hong, D.S., Cho, H.M., Na, W.B. and Yi, J.H. (2006), "Vibration and impedance monitoring for prestress-loss in PSC girder bridges", Smart Struct. Syst., 5(1), 81-94.
DOI
|
9 |
Kim, J.T., Yun, C.B. and Yi, J.H. (2003), "Temperature effects on frequency-based damage detection in plate-girder bridges", J. KSCE, 7(6), 725-733.
DOI
|
10 |
Kim, J.T., Na, W.B., Park, J.H. and Hong, D.S. (2006), "Hybrid health monitoring of structural joints using modal parameters and EMI signatures", Proceeding of SPIE, San Diego, USA.
|
11 |
Kim, J.T, Park, J.H. and Lee, B.L. (2007), "Vibration-based damage monitoring in model plate-girder bridges under uncertain temperature conditions", Eng. Struct., 29(7), 1354-1365.
DOI
|
12 |
Kim, J.T., Park, J.H., Hong, D.S. and Park, W.S. (2010), "Hybrid health monitoring of prestressed concrete girder bridges by sequential vibration-impedance approaches", Eng. Struct., 32, 115-128.
DOI
|
13 |
Li, H.N, Yi, T.H., Ren L., Li, D.S., and Huo, L.S. (2014), "Review on innovations and applications in structural health monitoring for infrastructures", Struct. Monitor. Maint., 1(1), 1-45.
DOI
|
14 |
Kim, J.T., Park, J.H., Hong, D.S. and Ho, D.D. (2011), "Hybrid acceleration-impedance sensor nodes on Imote2-platform for damage monitoring in steel girder connections", Smart Struct. Syst., 7(5), 393-416.
DOI
|
15 |
Ko, J.M. and Ni, Y.Q. (2005), "Technology developments in structural health monitoring of large-scale bridges", Eng. Struct., 27, 1715-1725.
DOI
|
16 |
Koo, K.Y., Park, S., Lee, J.J. and Yun, C.B. (2009), "Automated impedance-based structural health monitoring incorporating effective frequency shift for compensating temperature effects", J. Intel. Mat. Syst. Str., 20(4), 367-377.
DOI
|
17 |
Liang, C., Sun, F.P. and Rogers, C.A. (1994), "Coupled electro-mechanical analysis of adaptive material - Determination of the actuator power consumption and system energy transfer", J. Intel. Mat. Syst. Str., 5, 12-20.
DOI
|
18 |
Liang, C., Sun, F.P. and Rogers, C.A. (1996), "Electro-mechanical impedance modeling of active material systems", Smart Mat.Struct., 5(2), 171-186.
DOI
|
19 |
Lynch, J.P., Wang, W., Loh, K.J., Yi, J.H. and Yun, C.B. (2006), "Performance monitoring of the Geumdang Bridge using a dense network of high-resolution wireless sensors", Smart Mat.Struct., 15(6), 1561-1575.
DOI
|
20 |
Mascarenas, D.L. (2006), Development of an impedance-based wireless sensor node for monitoring of bolted joint preload, MS Thesis, Department of Structural Engineering, University of California in San Diego, USA.
|
21 |
Providakis, C., Stefanaki, K., Voutetaki, M., Tsompanakis, J. and Stavroulaki, M. (2014), "A near and far-field monitoring technique for damage detection in concrete structures", Struct. Monitor.Maint., 1(2), 339-356.
DOI
|
22 |
Nguyen, K.D. and Kim, J.T. (2012), "Smart PZT-interface for wireless impedance-based prestress-loss monitoring in tendon-anchorage connection", Smart Struct. Syst., 9(6), 489-504.
DOI
|
23 |
Nguyen, K.D., Lee, P.Y. and Kim, J.T. (2012), "Automated monitoring of cable-anchorage force by Imote2-platformed impedance sensor node", Adv. Sci. Lett., 14(1), 136-140.
DOI
|
24 |
Park, G., Cudney, H.H. and Inman, D.J. (2001), "Feasibility of using impedance-based damage assessment for pipeline structures", Earthq. Eng. Struct. D., 30(10), 1463-1474.
DOI
|
25 |
Rice, J.A., Mechitov, K., Sim, S.H., Nagayama, T., Jang, S., Kim, R., Spencer, Jr, B.F., Agha, G. and Fujino, Y. (2010), "Flexible smart sensor framework for autonomous structural health monitoring", Smart Struct. Syst., 6(5-6), 423-438.
DOI
ScienceOn
|
26 |
Sohn, H. (2007), "Effects of environmental and operational variability on structural health monitoring", Philos. T. R. Soc. A, 365, 539-560.
DOI
|
27 |
Sun, F.P., Chaudhry Z., Liang, C. and Rogers C.A. (1995), "Truss structure integrity identification using PZT sensor-actuator", J. Intel. Mat. Syst. Str., 6, 134-139.
DOI
|
28 |
Xia, Y., Hao, H., Zanardo, G. and Deeks, A. (2006), "Long term vibration monitoring of an RC slab: termperature and humidity effect", Eng. Struct., 28(3), 441-452.
DOI
|
29 |
Xu, Y.L., Chen, B., Ng, C.L., Wong, K.Y. and Chan, W.Y. (2010), "Monitoring temperature effect on a long suspension bridges", Struct. Control Health., 17(6), 632-653.
|
30 |
Zagrai, A.N. and Giurgiutiu, V. (2001), "Electro-mechanical impedance method for crack detection in thin plates", J. Intel. Mat. Syst. Str., 12(10), 709-718.
DOI
|