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.
The structural behavior of a composite bridge during the passage of high-speed trains
CHELLINI, GIUSEPPE;NARDINI, LUCA;SALVATORE, WALTER;
2009-01-01
Abstract
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.File in questo prodotto:
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