Observatorio de I+D+i UPM

Memorias de investigación
Communications at congresses:
Dynamic Load Models for New or Existing Railway Bridges
Year:2018
Research Areas
  • Civil engineering
Information
Abstract
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).
International
Si
Congress
1st. Conference on Structural Dynamics (DinEst 2018) Madrid, 20?21 June
960
Place
Madrid
Reviewers
Si
ISBN/ISSN
978-84-09-01733-1
Start Date
19/06/2018
End Date
21/06/2018
From page
141
To page
141
1st CONFERENCE ON STRUCTURAL DYNAMICS 2018 PROCEEDINGS OF THE DINEST 2018
Participants
  • Autor: Jose Maria Goicolea Ruigomez (UPM)
  • Autor: Gia Khanh Nguyen (UPM)
Research Group, Departaments and Institutes related
  • 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
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