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<title>Towards the numerical ground-borne vibrations predictive models as a design tool for railway lines: A starting point</title>
<creator>García Moreno, Andrés</creator>
<creator>Ruiz Aguilar, Juan Jesús</creator>
<creator>Moscoso López, José Antonio</creator>
<subject>Ferrocarriles</subject>
<subject>Railways</subject>
<description>Trabajo presentado en: R-Evolucionando el transporte, XIV Congreso de Ingeniería del Transporte (CIT 2021), realizado en modalidad online los días 6, 7 y 8 de julio de 2021, organizado por la Universidad de Burgos</description>
<description>In recent decades, High-Speed Railway (HSR) lines have become one of the most extended&#xd;
and environmental-friendly ways to plan new mass transport networks. These systems are&#xd;
directly influenced by its operational speed generated dynamic effects and the areas where&#xd;
it runs through. This necessarily requires to predict ground-borne vibrations generated by&#xd;
trains passing-by populated areas and its influence zone.&#xd;
Trends in ground-borne measurements, prediction models, and isolation systems are usually&#xd;
performed for maximum operation speed. This method implies the maximum dynamic&#xd;
forces which are suitable for structural calculations (generally developed in time domain)&#xd;
but not necessary for vibration related issues (emission and/or transmission). Additionally,&#xd;
these studies are mainly focused on urban areas where maximum operational speed are&#xd;
frequently far from railways service’s top speeds.&#xd;
Related to frequency domain, it is known that upper frequencies are not the most disturbing&#xd;
ones. In fact, European structural standards usually cut frequencies off at 30 Hz, so much&#xd;
relevant information for vibrational prediction is ignored due to it does not influence&#xd;
structural issues.&#xd;
Moreover, current common predictive numerical models usually apply punctual loads (birth&#xd;
&amp; death) that are disposed to run in certain speed conditions. This method, which is&#xd;
considered valid for time domain analysis, are identified to be incomplete for frequency&#xd;
domain components due to its discontinuous application of loads.&#xd;
The implementation of contact theories in the wheel-rail interface implies a continuous load&#xd;
application, refining the obtained results but increasing computational cost.&#xd;
In this study, different scenarios are compared varying inner and boundary conditions of a&#xd;
model, with the aim of validate results and optimize resources by obtaining a parametrical&#xd;
influence study that will show how different assumptions and cases could condition groundborne&#xd;
vibrational studies results.</description>
<date>2022-09-16</date>
<date>2022-09-16</date>
<date>2021-07</date>
<type>info:eu-repo/semantics/conferenceObject</type>
<identifier>978-84-18465-12-3</identifier>
<identifier>http://hdl.handle.net/10259/6875</identifier>
<identifier>10.36443/10259/6875</identifier>
<language>eng</language>
<relation>R-Evolucionando el transporte</relation>
<relation>http://hdl.handle.net/10259/6490</relation>
<relation>https://doi.org/10.36443/9788418465123</relation>
<rights>info:eu-repo/semantics/openAccess</rights>
<publisher>Universidad de Burgos. Servicio de Publicaciones e Imagen Institucional</publisher>
</thesis></metadata></record></GetRecord></OAI-PMH>