Effect of the Load Modelling Strategy on the Dynamic Response Prediction of Bridges Subjected to High-Speed Trains

Author:

Adam Christoph,Salcher Patrick

Publisher

Springer International Publishing

Reference12 articles.

1. Adam C, Salcher P (2013) Dynamic effect of high-speed trains on simple bridge structures. Struct Eng Mech 51:581–599

2. Doménech A, Museros P, Martínez-Rodrigo MD (2014) Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic. Eng Struct 72(C):123–139

3. Eurocode 1 (2003) Eurocode 1: EN 1991–2: actions on structures

4. Kouroussis G, Conti C, Verlinden O (2012) A comparison of environmental vibratory effects of railway rolling stock using a compound multibody-finite element model. In: Pombo J (ed) Proceedings of the first international conference on railway technology: research, development and maintenance (railways 2012), Las Palmas de Gran Canaria, Spain, 18–20 April 2012, paper no. 124, 19 pp

5. Liu K, De Roeck G, Lombaert G (2009) The effect of dynamic train–bridge interaction on the bridge response during a train passage. J Sound Vib 325(1–2):240–251

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