{"id":121879,"date":"2024-05-31T05:30:10","date_gmt":"2024-05-31T05:30:10","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/interaccion-dinamica-terreno-estructura-aplicacion-a-centrales-nucleares\/"},"modified":"2024-05-31T05:30:10","modified_gmt":"2024-05-31T05:30:10","slug":"interaccion-dinamica-terreno-estructura-aplicacion-a-centrales-nucleares","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/interaccion-dinamica-terreno-estructura-aplicacion-a-centrales-nucleares\/","title":{"rendered":"Interaccion dinamica terreno estructura. aplicacion a centrales nucleares."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Juan  Jos\u00e9 Benito Mu\u00f1oz <\/strong><\/h2>\n<p>Se desarrolla un modelo matematico para la obtencion de impedancias dinamicas en cimentaciones rigidas. El procedimiento de calculo utilizado  ha sido el metodo de los elementos de contorno en el dominio de la frecuencia implementandose elementos rectangulares y triangulares para la discretizacion del contorno. A continuacion se analiza la respuesta dinamica de una cimentacion flexible situada sobre el semiespacio elastico homogeneo tridimensional. En el proceso de calculose utiliza una tecnica mixta con elementos finitos para la discretizacion de la cimentacion y elementos de contorno para la superficie del terreno. Finalmente  se introduce en el metodo de analisis  la posibilidad de aplicar la excitacion y obtener la respuesta en el dominio de la frecuencia o del tiempo mediante la aplicacion del algoritmo de la transformada rapida de fourier<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Interaccion dinamica terreno estructura. aplicacion a centrales nucleares.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Interaccion dinamica terreno estructura. aplicacion a centrales nucleares. <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Juan  Jos\u00e9 Benito Mu\u00f1oz <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1986<\/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>Enrique Alarcon Alvarez<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Luis Ortiz Berrocal <\/li>\n<li>Mauricio Sarrazin (vocal)<\/li>\n<li>Agustin Ferrante (vocal)<\/li>\n<li>Carlos Morales  Palomino (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Juan Jos\u00e9 Benito Mu\u00f1oz Se desarrolla un modelo matematico para la obtencion de impedancias dinamicas en cimentaciones [&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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