Observatorio de I+D+i UPM

Descripción
The dynamic response of railway bridges is a significant action to be considered in the design and evaluation of their performance, specially for high speeds. Design requirements have been included in the codes EN1991-2:2003, EN15528:2015. These requirements include verification of dynamic amplification factors as well as maximum accelerations experienced at the bridge deck. A high Speed Load Model (HSLM) was adopted in Europe in the late 1990?s (ERRI D214, 1999). Relevant research publications include contributions by Fryba (1996), Yang et al (2004), Xia et al (2012).
Internacional	Si
Nombre congreso	1st. Conference on Structural Dynamics (DinEst 2018) Madrid, 20?21 June
Tipo de participación	960
Lugar del congreso	Madrid
Revisores	Si
ISBN o ISSN	978-84-09-01733-1
DOI
Fecha inicio congreso	19/06/2018
Fecha fin congreso	21/06/2018
Desde la página	141
Hasta la página	141
Título de las actas	1st CONFERENCE ON STRUCTURAL DYNAMICS 2018 PROCEEDINGS OF THE DINEST 2018

Esta actividad pertenece a memorias de investigación

• Autor: Jose Maria Goicolea Ruigomez (UPM)
• Autor: Gia Khanh Nguyen (UPM)

• Creador: Grupo de Investigación: Grupo de Mecánica Computacional
• Centro o Instituto I+D+i: CENTRO INVEST. MATERIALES ESTRUCTURALES (CIME)
• Departamento: Aeronaves y Vehículos Espaciales
• Departamento: Mecánica de Medios Continuos y Teoría de Estructuras