This paper presents the in situ dynamic measurements and the experimental validation of the numerical model for the prediction of the response of a steel-concrete composite railway bridge during the passage of a high-speed train. The dynamic response of the bridge during the passage of high-speed trains is predicted and compared with the experimental data. This study provides a better understanding of the structural behavior of a composite railway bridge under the excitation of high-speed trains.
|Autori:||Liu K.; De Roeck G.; Lombaert G.; Chellini G.; Nardini L.; Salvatore W.; Peeters B.|
|Titolo:||The structural behavior of a composite bridge during the passage of high-speed trains|
|Anno del prodotto:||2009|
|Appare nelle tipologie:||1.1 Articolo in rivista|