{"id":27434,"date":"2024-01-12T11:20:10","date_gmt":"2024-01-12T10:20:10","guid":{"rendered":"https:\/\/transferencia.umh.es\/?p=27434"},"modified":"2026-10-13T10:13:06","modified_gmt":"2026-10-13T08:13:06","slug":"27434","status":"publish","type":"post","link":"https:\/\/transferencia.umh.es\/en\/2024\/01\/12\/27434\/","title":{"rendered":"Railway Engineering: Modelling and Mitigation of Vibration Impact"},"content":{"rendered":"<p><\/p>\n<article style=\"font-family: 'Arial', sans-serif;max-width: 800px;margin: 2rem auto;background-color: #fff;border: 1px solid #B6A19E;border-radius: 8px;padding: 2rem;line-height: 1.6;color: #000\"><!-- TITLE AND SUBTITLE --><\/p>\n<header style=\"border-left: 8px solid #A6192E;padding-left: 1rem;margin-bottom: 1.5rem\">\n<h1 class=\"px-2 my-10 text-lg font-extrabold tracking-normal lg:text-3xl md:mb-3 text-stone-700 dark:text-stone-300 fcircular\">Railway Engineering: Modelling and Mitigation of Vibration Impact<\/h1>\n<h2 style=\"margin: 0.3rem 0px 0px;font-size: 1.1rem;font-weight: 400;color: #444444;text-align: justify\">Development of vibration studies to assess the vibration impact of high-speed, conventional or urban railway lines (trams). Simulation of expected vibration levels using the finite element method, and implementation of corrective measures before the infrastructure is built.<\/h2>\n<\/header>\n<table style=\"border: none\" border=\"0\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td style=\"text-align: center\"><\/td>\n<td><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<section><\/section>\n<section style=\"margin-bottom: 2rem\">\n<h3 style=\"background-color: #a6192e;color: #fff;padding: 0.5rem 1rem;border-radius: 4px 4px 0 0;font-size: 1.1rem\">TECHNOLOGY DESCRIPTION<\/h3>\n<div style=\"border-left: 4px solid #B6A19E;padding-left: 1rem;background-color: #f9f9f9;padding: 1rem\">\n<div class=\"w-full px-1 !max-w-full prose fcircular prose-stone prose-headings:text-green-innova dark:prose-headings:text-stone-300 prose-ul:leading-tight prose-li:marker:text-green-innova prose-p:text-justify prose-a:text-green-innova dark:prose-p:text-stone-400 hover:prose-a:text-teal-500 prose-img:shadow-md prose-img:w-full prose-img:rounded-xl\">\n<p>Development of models describing the vibrational behaviour of moving systems. The methodology used is based on finite element analysis (FEM) and is validated through experimental measurements. These models can predict the vibration levels generated by future railway lines, making it possible to establish the most suitable routes and design corrective measures at the project stage.<\/p>\n<\/div>\n<\/div>\n<\/section>\n<p><!-- TECHNOLOGY APPLICATIONS --><\/p>\n<section style=\"margin-bottom: 2rem\">\n<h3 style=\"background-color: #a6192e;color: #fff;padding: 0.5rem 1rem;border-radius: 4px 4px 0 0;font-size: 1.1rem\">TECHNOLOGY APPLICATIONS<\/h3>\n<div style=\"border-left: 4px solid #B6A19E;padding-left: 1rem;background-color: #f9f9f9;padding: 1rem\">\n<p>The models can be highly useful in the development of new railway infrastructure, particularly urban railways (because of their greater potential impact on the population) and high-speed lines.<\/p>\n<p>Current legislation requires impact studies to be carried out before any railway infrastructure is built. However, there are currently no reliable models that can be adapted to specific environments. For all these reasons, the proposed technology has significant potential in this sector.<\/p>\n<\/div>\n<\/section>\n<p><!-- ADVANTAGES AND INNOVATIVE ASPECTS --><\/p>\n<section style=\"margin-bottom: 2rem\">\n<h3 style=\"background-color: #a6192e;color: #fff;padding: 0.5rem 1rem;border-radius: 4px 4px 0 0;font-size: 1.1rem\">ADVANTAGES AND INNOVATIVE ASPECTS<\/h3>\n<div style=\"border-left: 4px solid #B6A19E;padding-left: 1rem;background-color: #f9f9f9;padding: 1rem\">\n<p>The proposed technology makes it possible to adapt and parameterise a vibration model to reflect the actual conditions of a new infrastructure. At present, there are no reliable vibration models that can be adapted quickly. On the one hand, the modelling systems used by other research groups are extremely complex. Although they offer an acceptable level of reliability, their lack of versatility prevents them from being applied or adapted quickly. On the other hand, the market offers vibration simulation systems that are quick and easy to use but produce highly unreliable results and vibration parameters that differ considerably from the actual conditions of the completed infrastructure.<\/p>\n<p>In addition, the proposed technology enables the models to be validated, making it possible to adjust system parameters and improve their performance.<\/p>\n<\/div>\n<\/section>\n<p><!-- DEVELOPMENT STAGE --><\/p>\n<section style=\"margin-bottom: 2rem\">\n<h3 style=\"background-color: #a6192e;color: #fff;padding: 0.5rem 1rem;border-radius: 4px 4px 0 0;font-size: 1.1rem\">DEVELOPMENT STAGE<\/h3>\n<div style=\"border-left: 4px solid #B6A19E;padding-left: 1rem;background-color: #f9f9f9;padding: 1rem\">\n<p>Fully operational and validated against experimental results. The mathematical development has already been validated through experimental comparisons in real projects. The technology is ready to be restructured and applied according to each client&#8217;s specific requirements regarding route alignment, terrain and rolling stock.<\/p>\n<\/div>\n<\/section>\n<p><!-- APPLICATION SECTORS --><\/p>\n<section style=\"margin-bottom: 2rem\">\n<h3 style=\"background-color: #a6192e;color: #fff;padding: 0.5rem 1rem;border-radius: 4px 4px 0 0;font-size: 1.1rem\">APPLICATION SECTORS<\/h3>\n<div style=\"border-left: 4px solid #B6A19E;padding-left: 1rem;background-color: #f9f9f9;padding: 1rem\">\n<ul>\n<li data-path-to-node=\"22,0,0\">Construction Companies and Infrastructure Managers (ADIF and regional authorities).<\/li>\n<li data-path-to-node=\"22,1,0\">Civil Engineering Consultancies.<\/li>\n<li data-path-to-node=\"22,2,0\">Local Councils and Urban Planning Authorities.<\/li>\n<li data-path-to-node=\"22,3,0\">Environmental Consultancies.<\/li>\n<\/ul>\n<\/div>\n<\/section>\n<p><!-- PRINCIPAL RESEARCHER --><\/p>\n<section style=\"margin-bottom: 2rem\">\n<h3 style=\"background-color: #a6192e;color: #fff;padding: 0.5rem 1rem;border-radius: 4px 4px 0 0;font-size: 1.1rem\">PRINCIPAL RESEARCHER<\/h3>\n<div style=\"border-left: 4px solid #B6A19E;padding-left: 1rem;background-color: #f9f9f9;padding: 1rem\">\n<p><strong>Carlos P\u00e9rez Vidal<\/strong> \u2013 University Institute for Engineering Research (I3E)<\/p>\n<\/div>\n<p><!-- CONTACT --><\/p>\n<footer style=\"border-top: 2px solid #A6192E;padding-top: 1rem;margin-top: 2rem\"><strong>Contact details:<\/strong><\/p>\n<p style=\"margin: 0;font-weight: bold;color: #a6192e\"><strong>KNOWLEDGE TRANSFER SERVICE<\/strong><\/p>\n<p style=\"margin: 0.3rem 0\"><strong><a style=\"color: #a6192e;text-decoration: none\"><span style=\"color: #000000\">Email:<\/span> transferencia@umh.es<\/a><\/strong><br \/>\n<strong>Tel.: +34 96 522 2599<\/strong><br \/>\n<strong><span style=\"color: #000000\">Website: <\/span><a style=\"color: #a6192e;text-decoration: underline\" href=\"https:\/\/transferencia.umh.es\" target=\"_blank\" rel=\"noopener\">transferencia.umh.es<\/a><\/strong><\/p>\n<\/footer>\n<\/section>\n<\/article>\n<p><\/p>","protected":false},"excerpt":{"rendered":"<p>Railway Engineering: Modelling and Mitigation of Vibration Impact<br \/>\nDevelopment of vibration studies to assess the vibration impact of high-speed, conventional or urban railway lines (trams). Simulation of expected vibration levels using the finite element method, and implementation of corrective measures before the infrastructure is built.<\/p>\n<p>TECHNOLOGY DESCRIPTION<\/p>\n<p>Development of models describing the vibrational behaviour of moving systems. The [&#8230;]<\/p>\n","protected":false},"author":1503,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_links_to":"","_links_to_target":""},"categories":[1518027,1517946],"tags":[1518004],"_links":{"self":[{"href":"https:\/\/transferencia.umh.es\/en\/wp-json\/wp\/v2\/posts\/27434"}],"collection":[{"href":"https:\/\/transferencia.umh.es\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/transferencia.umh.es\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/transferencia.umh.es\/en\/wp-json\/wp\/v2\/users\/1503"}],"replies":[{"embeddable":true,"href":"https:\/\/transferencia.umh.es\/en\/wp-json\/wp\/v2\/comments?post=27434"}],"version-history":[{"count":0,"href":"https:\/\/transferencia.umh.es\/en\/wp-json\/wp\/v2\/posts\/27434\/revisions"}],"wp:attachment":[{"href":"https:\/\/transferencia.umh.es\/en\/wp-json\/wp\/v2\/media?parent=27434"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/transferencia.umh.es\/en\/wp-json\/wp\/v2\/categories?post=27434"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/transferencia.umh.es\/en\/wp-json\/wp\/v2\/tags?post=27434"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}