{"id":136811,"date":"2026-01-12T17:00:33","date_gmt":"2026-01-12T17:00:33","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/metodo-de-sintesis-para-la-aplicacion-del-analisis-modal-mediante-la-tecnica-del-bond-graph\/"},"modified":"2026-01-12T17:00:33","modified_gmt":"2026-01-12T17:00:33","slug":"metodo-de-sintesis-para-la-aplicacion-del-analisis-modal-mediante-la-tecnica-del-bond-graph","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/metodo-de-sintesis-para-la-aplicacion-del-analisis-modal-mediante-la-tecnica-del-bond-graph\/","title":{"rendered":"Metodo de sintesis para la aplicacion del analisis modal mediante la tecnica del bond-graph"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Francisco Buil Gimeno <\/strong><\/h2>\n<p>En la presente tesis, se trata de representar el comportamiento dinamico de elementos estructurales flexibles mediante la tecnica del bond-graph. Para ello se plantea un metodo de obtencion de las matrices de masa y rigidez de un sistema estructural global, a partir de las ecuaciones de estado deducidas del bond-graph, y de los valores de los parametros modales de sus componentes.  con ello se pretende calcular los modos y frecuencias naturales de vibracion del conjunto, desde un punto de vista de subestructuracion dinamica.  esta representacion tambien es valida para simular el comportamiento de elementos estructurales flexibles conectados a otro tipo de subsistemas dinamicos dentro de programas de software basados en la tecnica del bond graph.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Metodo de sintesis para la aplicacion del analisis modal mediante la tecnica del bond-graph<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Metodo de sintesis para la aplicacion del analisis modal mediante la tecnica del bond-graph <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Francisco Buil Gimeno <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Zaragoza<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1991<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h3>Direcci\u00f3n y tribunal<\/h3>\n<ul>\n<li><strong>Director de la tesis<\/strong>\n<ul>\n<li>Carlos Vera \u00e1lvarez<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Francisco Aparicio Izquierdo <\/li>\n<li>Juan Llado Paris (vocal)<\/li>\n<li> Correas Bobato Jos\u00e9 Manuel (vocal)<\/li>\n<li>Jes\u00fas F\u00e9lez Mind\u00e1n (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Francisco Buil Gimeno En la presente tesis, se trata de representar el comportamiento dinamico de elementos estructurales [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center 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