References
- Pirner, M., & Pospíšil, S. (1996). Identification of damage and imperfections by means of excited modes of vibration. Engineering Mechanics, 3(3), 169–176.
- Messina, A., Williams, E. J., & Contursi, T. (1998). Structural damage detection by a sensitivity and statistical-based method. Journal of Sound and Vibration, 216(5), 791–808. https://doi.org/10.1006/jsvi.1998.1728
- Plachý, T., & Polák, M. (2008). Monitoring changes in the dynamic properties of three types of concrete elements depending on their damage. Acta Mechanica Slovaca, 12(3), 649–662.
- Moschas, F., & Stiros, S. (2014). High accuracy measurement of deflections of an electricity transmission line tower. Engineering Structures, 80, 418–425. https://doi.org/10.1016/j.engstruct.2014.09.014
- Kortiš, J., Daniel, Ľ., Škarupa, M., & Ďuratný, M. (2016). Experimental modal test of the laboratory model of steel truss structure. Civil and Environmental Engineering, 12(2), 116–121. https://doi.org/10.1515/cee-2016-0016
- Kortiš, J., Daniel, Ľ., Farbák, M., Maliar, L., & Škarupa, M. (2017). Operational modal analysis of the cable-stayed footbridge. Civil and Environmental Engineering, 13(2), 92–98. https://doi.org/10.1515/cee-2017-0012
- Cheng, X., Dong, J., Han, X., & Fei, Q. (2018). Structural health monitoring-oriented finite-element model for a large transmission tower. International Journal of Civil Engineering, 16(1), 79–92. https://doi.org/10.1007/s40999-016-0069-3
- Plachý, T., & Polák, M. (2007). Fatigue damage identification on concrete structures using modal analysis. In Proceedings of the 3rd WSEAS International Conference on Applied and Theoretical Mechanics (pp. 191–196). Athens, Greece: World Scientific and Engineering Academy and Society.
