Influence of Foundations Type on Traffic-induced Vibration Assessment Using an Experimental/Numerical Hybrid Methodology
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-15758-5_31
Reference11 articles.
1. Papadopoulos, M., François, S., Degrande, G., Lombaert, G.: The influence of uncertain local subsoil conditions on the response of buildings to ground vibration. J. Sound Vib. 418, 200–220 (2018)
2. Kuo, K.A., Papadopoulos, M., Lombaert, G., Degrande, G.: The coupling loss of a building subject to railway induced vibrations: Numerical modelling and experimental measurements. J. Sound Vib. 442, 459–481 (2019)
3. Notes on Numerical Fluid Mechanics and Multidisciplinary Design;M Papadopoulos,2021
4. López-Mendoza, D., Connolly, D.P., Romero, A., Kouroussis, G., Galvín, P.: A transfer function method to predict building vibration and its application to railway defects. Constr. Build. Mater. 232, 117217 (2020)
5. Arcos, R., Soares, P.J., Costa, P.A., Godinho, L.: An experimental/numerical hybrid methodology for the prediction of railway-induced ground-borne vibration on buildings to be constructed close to existing railway infrastructures: Numerical validation and parametric study. Soil Dyn. Earthq. Eng. 150, 106888 (2021)
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