References
- [1] Zonta, D., Glisic, B., Adriaenssens, S. “Value of information: Impact of monitoring on decision-making”, Structural Control and Health Monitoring 21 (7), pp. 1043 – 1056, 2014. DOI: https://doi.org/10.1002/stc.1631
- [2] Limongelli, M. P., Orcesi, A. “A proposal for classification of key performance indicators for road bridges”, In: 39th IABSE Symposium – Engineering the Future, Vancouver, Canada, 2017.
- [3] Vagnoli, M., Remenyte-Prescott, R., Andrews J. “Railway bridge structural health monitoring and fault detection: State-of-the-art methods and future challenges”, Structural Health Monitoring 17 (4), pp. 971 – 1007, 2017. DOI: https://doi.org/10.1177/1475921717721137
- [4] Chang, P. C., Flatau, A., Liu, C. S. “Review Paper: Health Monitoring of Civil Infrastructure”, Structural Health Monitoring 2 (3), pp. 257 – 267, 2003. DOI: https://doi.org/10.1177/1475921703036169
- [5] Costa, B., Figueiras, J. “Evaluation of a strain monitoring system for existing steel railway bridges”, Journal of Constructional Steel Research 72, pp. 179 – 191, 2012. DOI: http://dx.doi.org/10.1016/j.jcsr.2011.12.006
- [6] Ahlborn, T. M. et al. “The State-of-the-Practice of Modern Structural Health Monitoring for Bridges: A Comprehensive Review”, Michigan Tech, Michigan, USA, 2010.
- [7] Leander, J., Andersson, A., Karoumi, R. “Monitoring and enhanced fatigue evaluation of a steel railway bridge”, Engineering Structures 32, pp. 854 – 863, 2010. DOI: https://doi.org/10.1016/j.engstruct.2009.12.011
- [8] Ye, X. W., Ni, Y. Q., Wong, K. Y., Ko, J. M. “Statistical analysis of stress spectra for fatigue life assessment of steel bridges with structural health monitoring data”, Engineering Structures 45, pp. 166 – 476, 2012. DOI: 10.1016/j.engstruct.2012.06.016
- [9] Zhang, J. et al. “Structural health monitoring of a steel stringer bridge with area sensing”, Structure and Infrastructure Engineering 10 (8), pp. 1049 – 1058, 2013. DOI: 10.1080/15732479.2013.787103
- [10] Ároch, R., Sokol, M., Venglár, M. “Structural Health Monitoring of Major Danube Bridges in Bratislava”, Procedia Engineering 156, pp. 24 – 31, 2016. DOI: 10.1016/j.proeng.2016.08.263
- [11] Sokol, M et al. “Traffic Response Pattern of Cable-Stayed Bridge as a Comparison Tool for SHM”, In: 39th IABSE Symposium – Engineering the Future, Vancouver, Canada,, pp. 191 – 197, 2017.