ListarEMC_Congressos i conferències por tema "vertical acceleration"
Mostrando ítems 1-2 de 2
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Influence of track modelling in modal parameters of railway bridges composed by single-track adjacent decks
Universitat Politècnica de València (2022-05-01)A significant number of railway bridges composed by simply-supported (SS) spans are present in existing railway lines. Special attention must be paid to short to medium span length structures, as they are prone to ... -
Vertical coupling effect of the ballasted track on the dynamic behavior of multitrack railway bridges composed by adjacent decks
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. ...