Mode Shape Identification Using Drive-by Monitoring: A Comparative Study
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Springer Nature Switzerland
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https://link.springer.com/content/pdf/10.1007/978-3-031-34942-3_6
Reference27 articles.
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2. Erduran, E., Gonen, S., Alkanany, A.: Parametric analysis of the dynamic response of railway bridges due to vibrations induced by heavy-haul trains. (2022). https://doi.org/10.1080/15732479.2022.2090582
3. Gonen, S., Demirlioglu, K., Erduran, E.: Modal identification of a railway bridge under train crossings: a comparative study. Conf. Proc. Soc. Exp. Mech. Ser., 33–40 (2023). https://doi.org/10.1007/978-3-031-05449-5_4/COVER
4. Gonen, S., Soyoz, S.: Dynamic identification of masonry arch bridges using multiple methodologies. Conf. Proc. Soc. Exp. Mech. Ser., 37–47 (2021). https://doi.org/10.1007/978-3-030-47709-7_4/FIGURES/9
5. Salehi, M., Demirlioglu, K., Erduran, E.: Evaluation of the effect of operational modal analysis algorithms on identified modal parameters of railway bridges. In: IABSE Congr. Ghent 2021 Struct. Eng. Futur. Soc. Needs, pp. 441–449 (2021). https://doi.org/10.2749/ghent.2021.0441
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