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Descripción
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| 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). | |
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Internacional
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Si |
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Nombre congreso
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1st. Conference on Structural Dynamics (DinEst 2018) Madrid, 20?21 June |
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Tipo de participación
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960 |
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Lugar del congreso
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Madrid |
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Revisores
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Si |
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ISBN o ISSN
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978-84-09-01733-1 |
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DOI
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Fecha inicio congreso
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19/06/2018 |
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Fecha fin congreso
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21/06/2018 |
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Desde la página
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141 |
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Hasta la página
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141 |
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Título de las actas
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1st CONFERENCE ON STRUCTURAL DYNAMICS 2018 PROCEEDINGS OF THE DINEST 2018 |