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References

1 
Burdet, O. (1998). “Automatic deflection and temperature monitoring of a balanced cantilever concrete bridge.” 5th International Conference of Short and Medium Span Bridges, Calgary, Canada.URL
2 
Burdet, O. and Zanella, J. L. (2000). “Automatic monitoring of bridges using electronic inclinometers.” IABSE, Lucerne Congress Structural Engineering for Meeting Urban Transportation Challenges, pp. 398-399.URL
3 
Cho, S. J., Park, J. W., Rajendra P. Palanisamy, R. P. and Sim, S. H. (2016). “Reference-free displacement estimation of bridges using Kalman filter-based multimetric data fusion.” Journal of Sensors, Vol. 2016, 3791856.DOI
4 
Faulkner, K., Brownjohn, J. M. W., Wang, Y. and Huseynov, F. (2020). “Tracking bridge tilt behaviour using sensor fusion techniques.” Journal of Civil Structura Health Monitoring, Vol. 10, No. 4, pp. 543-555.DOI
5 
Ferguson, A. J., Hester, D. and Woods, R. (2022). “A direct method to detect and localise damage using longitudinal data of ends-of-span rotations under live traffic loading.” Journal of Civil Structural Health Monitoring, Vol. 12, No. 1, pp. 141- 162.DOI
6 
Hester, D., Brownjohn, J., Huseynov, F., Obrien, E., Gonzalez, A. and Casero, M. (2020). “Identifying damage in a bridge by analysing rotation response to a moving load.” Structure and Infrastructure Engineering, Vol. 16, No. 7, pp. 1050-1065.DOI
7 
Hou, X., Yang, X. and Huang, Q. (2005). “Using inclinometers to measure bridge deflection.” Journal of Bridge Engineering, ASCE, Vol. 10, No. 5, pp. 564-569.DOI
8 
Huseynov, F., Kim, C., OBrien, E. J., Brownjohn, J. M. W., Hester, D. and Chang, K. C. (2020). “Bridge damage detection using rotation measurements - Experimental validation.” Mechanical Systems and Signal Processing, Vol. 135, 106380.DOI
9 
Jeon, J. C. and Lee, H. H. (2019). “Development of displacement estimation method of girder bridges using measured strain signal induced by vehicular loads.” Engineering Structures, Vol. 186, pp. 203-215.DOI
10 
Lan, R., Wang, Y. and Chi, Q. (2019). “Reconstitution of static deflections of suspension bridge based on inclinometer data.” IOP Conference Series:Earth and Environmental Science, Vol. 304, 032081.DOI
11 
Lee, D. K., Kong, M. J., Hong, S. S., Kim, G. S. and You, D. W. (2014). “Development of analysis model for suspension bridge based on measured data.” 2014 KSMI Conference, Vol. 18, No. 2, pp. 191-194 (in Korean).URL
12 
McGeown, C., Huseynov, F., Hester, D., McGetrick, P., Obrien, E. J. and Pakrashi, V. (2021). “Using measured rotation on a beam to detect changes in its structural condition.” Journal of Structural Integrity and Maintenance, Vol. 6, No. 3, pp. 159-166.DOI
13 
Ministry of Land, Infrastructure, and Transport (MOLIT) (2018). Development of 6-DOF dynamic response measurement system by integrating an accelerometer and a GPS-RTK module for civil infrastructure monitoring, No. 1615009499 (in Korean).URL
14 
OBrien, E. J., Brownjohn, J. M. W., Hester, D., Huseynov, F. and Casero, M. (2021), “Identifying damage on a bridge using rotation-based Bridge Weigh-In-Motion.” Journal of Civil Structural Health Monitoring, Vol. 11, No. 1, pp. 175-188.DOI
15 
Olaszek, P., Wyczałek, I., Sala, D., Kokot, M. and Świercz, A. (2020). “Monitoring of the static and dynamic displacements of railway bridges with the use of inertial sensors.” Sensors, Vol. 20, No. 10, 2767.DOI
16 
Panuntun, R. B., Aminullah, A. and Suhendro, B. (2019). “Bridge displacement estimation using tiltmeter data.” Journal of the Civil Engineering Forum, Vol. 5, No. 2, pp. 105-111.URL
17 
Park, J. C., Gil, H. B., Kang, S. G. and Lim, C. W. (2010). “Dynamic characteristics of a cable-stayed bridge using global navigation satellite system.” KSCE Journal of Civil and Environmental Engineering Research, Vol. 30, No. 4, pp. 375-382 (in Korean).URL
18 
Park, J. W., Sim, S. H., Jung, B. J. and Yi, J. H. (2015). “Study on combined use of inclination and acceleration for displacement estimation of a wind turbine structure.” KSCE Journal of Civil and Environmental Engineering Research, Vol. 35, No. 1, pp. 1-8 (in Korean).URL
19 
Park, J. W., Sim, S. H., Jung, H. J. and Spencer, B. F. (2013). “Development of a wireless displacement measurement system using acceleration responses.” Sensors, Vol. 13, No. 7, pp. 8377-8392.DOI
20 
Sanli, A. K., Uzgider, E. A., Caglayan, O. B., Ozkgul, K. and Bien, J. (2000). “Testing bridges by using tiltmeter measurements.” Journal of Transportation Research Record, Vol. 1696, No. 1, pp. 111-117.DOI
21 
Sarwar, M. Z. and Park, J. W. (2020). “Bridge displacement estimation using a co-located acceleration and strain.” Sensors, Vol, 20, No. 4, 1109.DOI
22 
Sekiya, H., Kimura, K. and Miki, C. (2016). “Technique for determining bridge displacement response using MEMS accelerometers.” Sensors, Vol. 16, No. 2, 257.DOI
23 
Sousa, H., Cavadas, F., Henriques, A., Bento, J. and Figueiras, J. (2013). “Bridge deflection evaluation using strain and rotation measurements.” Smart Structures and Systems, Vol. 11, No. 4, pp. 365-386.URL
24 
Won, J. B., Park, J. W. Park, J. Y. Shin, J. S. and Park, M. Y. (2021). “Development of a reference-free indirect bridge displacement sensing system.” Sensors, Vol. 21, No. 16, 5647.DOI
25 
Wu, Y. and Li, J. (2021). “Deflection measurement for bridges based on secant inclination.” Open Journal of Civil Engineering, Vol. 11, No. 4, pp. 427-433.DOI
26 
Yu, Y., Liu, H., Li, D., Mao, X. and Ou, J. (2013). “Bridge deflection measurement using wireless MEMS inclination sensor systems.” International Journal on Smart Sensing and Intelligent Systems, Vol. 6, No. 1, pp. 38-57.DOI