Dynamics of an Orthotropic Railway Bridge in the Light of European Standards

The paper presents selected aspects of dynamic numerical simulations of an orthotropic steel railway bridge loaded by high-speed trains. The model of moving loads was adopted in accordance with the models set out in the applicable standards. The current European code requirements are referred in whi...

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Hlavní autoři: Zbiciak A., Oleszek R., Michalczyk R.
Médium: Artigo
Jazyk:Inglês
Vydáno: Warsaw University of Technology 2016-06-01
Edice:Archives of Civil Engineering
Témata:
train model
HSLM
dynamic factor
dynamic response
bridge
numerical model
On-line přístup:http://www.degruyter.com/view/j/ace.2016.62.issue-2/ace-2015-0078/ace-2015-0078.xml?format=INT
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