Listar EMC_Congressos i conferències por autoría "5c144fad-4b07-40f0-bbb6-e8a6522ba054"
Mostrando ítems 1-4 de 4
-
Analysis of the Effect of Soil-Structure Interaction on the Response of Railway Bridges using Boundary Element - Finite Element Methods
Doménech Monforte, Alejandro; Martínez-Rodrigo, María D.; Galvín, Pedro; Romero Ordóñez, Antonio Civil-Comp Press (2016)The dynamic behaviour of short simply-supported railway bridges under convoy circulations and, especially, the effect of soil structure interaction (SSI) in the maximum expectable deck transverse response is the aim of ... -
Experimental study of railway bridges of several structural typologies
Galvín, Pedro; Moliner, Emma; Romero Ordóñez, Antonio; Martínez-Rodrigo, María D. National Technical University of Athens (NTUA). Institute of Structural Analysis and Antiseismic Research (2020-09)This work is devoted to the experimental evaluation of the dynamic response of railway bridges with common typologies in short-to-medium spans. -
Rail-bridge interaction effects in single-track multi-span bridges. Experimental results versus numerical predictions under operating conditions
Martínez-Rodrigo, María D.; Galvín, Pedro; Moliner, Emma; Romero Ordóñez, Antonio National Technical University of Athens (NTUA). Institute of Structural Analysis and Antiseismic Research (2020-09)This paper is devoted to the analysis of rail-bridge interaction effects in railway bridges under the circulation of moving trains. In a first approach, a bidimensional Finite Element model is implemented. The rail and ... -
Vertical coupling effect of the ballasted track on the dynamic behavior of multitrack railway bridges composed by adjacent decks
Moliner, Emma; Romero Ordóñez, Antonio; Sánchez-Quesada, Juan Carlos; Martínez-Rodrigo, María D.; Galvín, Pedro National Technical University of Athens (NTUA). Institute of Structural Analysis and Antiseismic Research (2020-09)In the present contribution the effect of the continuity of the ballasted track on the dynamic response of simply-supported railway bridges composed by structurally independent adjacent slabs at each span is addressed. ...