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  4. Dynamic effects of railway traffic due to lateral motion in long viaducts with high piers
 
conference paper

Dynamic effects of railway traffic due to lateral motion in long viaducts with high piers

Goicolea, Jose Maria
•
Antolin Sanchez, Pablo  
Papadrakakis, M
•
Fragiadakis, M
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2011
COMPDYN 2011 3rd ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
COMPDYN 2011 3rd ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
  • Details
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Type
conference paper
Author(s)
Goicolea, Jose Maria
Antolin Sanchez, Pablo  
Editors
Papadrakakis, M
•
Fragiadakis, M
•
Plevris, V
Date Issued

2011

Published in
COMPDYN 2011 3rd ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
Issue

May

Subjects

abstract

•

and high piers or

•

arches with heights

•

cluding continuous decks with

•

earthquake

•

eccomas thematic conference

•

engineering

•

high-speed railway lines often

•

in-

•

instructions

•

lengths of 1000 m

•

or more

•

proceedings

•

requires long slender viaducts

•

structural dynamics

•

the layout of new

Editorial or Peer reviewed

REVIEWED

Written at

OTHER

EPFL units
MNS  
Event nameEvent place
COMPDYN 2011 3rd ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering

Corfu, Greece

Available on Infoscience
April 3, 2017
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/136332
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