Numerical simulations to improve the use of under sleeper pads at transition zones to railway bridges

Author:

Paixão André,Varandas José Nuno,Fortunato Eduardo,Calçada Rui

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference49 articles.

1. Track–ground vibrations induced by railway traffic: In-situ measurements and validation of a 2.5D FEM-BEM model;Alves Costa;Soil Dyn Earthquake Eng,2012

2. Alves Ribeiro C. Transições aterro-estrutura em linhas ferroviárias de alta velocidade: análise experimental e numérica; Ph.D. Thesis; Porto: University of Porto, Faculty of Engineering (FEUP); 2012.

3. Under sleeper pads in transition zones at railway underpasses: numerical modelling and experimental validation;Alves Ribeiro;Struct Infrastruct Eng,2015

4. Receptance of railway tracks at low frequency: numerical and experimental approaches;Arlaud;Transp Geotech,2016

5. Auersch L, Said S, Knothe E, Rücker W. The dynamic behavior of railway tracks with under sleeper pads, finite-element boundary-element model calculations, laboratory tests and field measurements. In: 9th International conference on structural dynamics, EURODYN 2014; Porto; 30 June – 2 July 2014; 2014. pp. 805–812.

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