Drive-by bridge mode shape identification using novel reference-based component scaling method
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Elsevier BV
Reference63 articles.
1. Erduran E., Gonen S., Alkanany A. Parametric analysis of the dynamic response of railway bridges due to vibrations induced by heavy-haul trains. Https://DoiOrg/101080/1573247920222090582 2022. https://doi.org/10.1080/15732479.2022.2090582.
2. Evaluation of the effect of operational modal analysis algorithms on identified modal parameters of railway bridges;Salehi;IABSE Congr Ghent 2021 Struct Eng Futur Soc Needs,2021
3. A framework for quantifying the value of vibration-based structural health monitoring;Kamariotis;Mech Syst Signal Process,2023
4. Optimal sensor placement for structural parameter identification of bridges with modeling uncertainties;Gonen;Eng Struct,2023
5. On the selection of mode shapes used in optimal sensor placement;Demirlioglu;Conf Proc Soc Exp Mech Ser,2023
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