Listar EMC_Congressos i conferències por autoría "a73e338f-3768-4f37-abae-bf4186afc3e8"
Mostrando ítems 1-5 de 5
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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 ... -
Dynamic properties of two pedestrian woodn bridges incluiding seasonal effects
Hallak, John; Ibisevic, Aida; Ugur, Hasanhüseyin; Battini, Jean-Marc; Crocetti, Roberto; Pacoste, Costin; Martínez-Rodrigo, María D. National Technical University of Athens (NTUA). Institute of Structural Analysis and Antiseismic Research (2020-09)The dynamic properties of two pedestrian wooden bridges situated in the Stockholm area have been determined experimentally. The main purpose was to investigate if these properties are season dependent. For that, tests ... -
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. ...