1 |
H. Sohn, C. R. Farrar, F. Hemez, and J. Czarnecki (2002), A Review of Structural Health Monitoring Literature 1996 - 2001, Third World Conf. Struct. Control, No. DECEMBER, pp.1-7.
|
2 |
D. You-Liang, G. X. Wang, S. Peng, W. Lai-Yi, and Y. Qing (2015), Long-term structural health monitoring system for a high-speed railway bridge structure, Sci. World J., vol. 2015, No. Article ID 250562, p. 17 pages.
|
3 |
P. Breuer, T. Chmielewski, P. Gorski, E. Konopka, and L. Tarczynski (2015), Monitoring horizontal displacements in a vertical profile of a tall industrial chimney using Global Positioning System technology for detecting dynamic characteristics, Struct. Control Heal. Monit., Vol. 22, No. 7, pp. 1002-1023.
DOI
|
4 |
J. Seo, J. W. Hu, and J. Lee (2016), Summary Review of Structural Health Monitoring Applications for Highway Bridges, J. Perform. Constr. Facil., Vol. 30, No. 4.
|
5 |
C. Chen, R. K. Mosbeh, Z. Wang, Q. Gao, and J. Zhong (2014), Design of a long-term monitoring system for a PSC continuous Box girder bridge, Vol. 619.
|
6 |
H. M. Koh, S. Kim, and J. F. Choo (2005), Recent development of bridge health monitoring system in Korea, in Sensing Issues in Civil Structural Health Monitoring.
|
7 |
M. R. Kaloop, J. W. Hu, and E. Elbeltagi (2016), Evaluation of high-speed railway bridges based on a nondestructive monitoring system, Appl. Sci., Vol. 6, No. 1.
|
8 |
S. H. Kim, J. H. Ahn, C. Y. Jung, J. W. Jang, and Y. H. Park(2014), Behaviour of steel-box semi-integral abutment bridge considering temperature-earth pressure change, Int. J. Steel Struct., Vol. 14, No. 1, pp. 117-140.
DOI
|
9 |
S. P. Chang, J. Yee, and J. Lee (2009), Necessity of the bridge health monitoring system to mitigate natural and man-made disasters, Struct. Infrastruct. Eng..
|
10 |
M. M. R. Taha (2006), Wavelet Transform for Structural Health Monitoring: A Compendium of Uses and Features, Struct. Heal. Monit., Vol. 5, No. 3, pp. 267-295.
DOI
|
11 |
K. S. Arsava, Y. Kim, T. El-Korchi, and H. S. Park (2013), Nonlinear system identification of smart structures under high impact loads, Smart Mater. Struct., Vol. 22, No. 5.
|
12 |
R. Mitchell, Y. Kim, and T. El-Korchi (2012), System identification of smart structures using a wavelet neuro-fuzzy model, Smart Mater. Struct., Vol. 21, No. 11.
|
13 |
M. A. Sayed, M. R. Kaloop, E. Kim, and D. Kim (2017), Assessment of Acceleration Responses of a Railway Bridge using Wavelet Analysis, KSCE J. Civ. Eng., Vol. 21, No. 5, pp. 1844-1853.
DOI
|
14 |
R. R. Ramadian, I. Meilano, E. Gunawan, Susilo, and J. Efendi (2017), Time series analysis of continuous GPS data in Central Java 2010-2015, AIP Conf. Proc., Vol. 1857.
|
15 |
M. R. Kaloop, J. W. Hu, and E. Elbeltagi (2016), Time-Series and Frequency-Spectrum Correlation Analysis of Bridge Performance based on Real-Time Strain Monitoring System, ISPRS Int. J. Geo-Inf., Vol. 5, No. 5, 2016.
|
16 |
H. Van Le and M. Nishio (2015), Time-series analysis of GPS monitoring data from a long-span bridge considering the global deformation due to air temperature changes, J. Civ. Struct. Heal. Monit., Vol. 5, No. 4, pp. 415-425.
DOI
|