{"id":47400,"date":"2020-04-15T12:56:12","date_gmt":"2020-04-15T12:56:12","guid":{"rendered":""},"modified":"2020-04-15T12:56:12","modified_gmt":"2020-04-15T12:56:12","slug":"generacion-del-metodo-de-las-series-de-potencias-de-borowicka-gorbunov-posadov-para-la-solucion-del-problema-de-contacto-y-su-aplicacion-al-calculo-de-obras-que-se-apoyan-en-un-semiespacio-definido-po","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/generacion-del-metodo-de-las-series-de-potencias-de-borowicka-gorbunov-posadov-para-la-solucion-del-problema-de-contacto-y-su-aplicacion-al-calculo-de-obras-que-se-apoyan-en-un-semiespacio-definido-po\/","title":{"rendered":"Generacion del metodo de las series de potencias de borowicka-gorbunov-posadov para la solucion del problema de contacto y su aplicacion al calculo de obras que se apoyan en un semiespacio definido por dos coeficientes de balasto (pasternak)."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Jaime Santos Mi\u00f1on <\/strong><\/h2>\n<p>Se desarrolla el modelo de suelo de pasternak definido por dos coeficientes de balasto  el de deformacion vertical (k) y el de esfuerzo cortante (t)  incluyendose las soluciones existentes hasta la fecha. En segundo lugar se generaliza el metodo de solucion del problema de contacto por medio de series de potencias y se aplica a la solucion y tabulacion de problemas de este modelo de pasternak que no tenian solucion hasta la fecha. Se incluye la coleccion de tablas correspondientes de facil utilizacion.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Generacion del metodo de las series de potencias de borowicka-gorbunov-posadov para la solucion del problema de contacto y su aplicacion al calculo de obras que se apoyan en un semiespacio definido por dos coeficientes de balasto (pasternak).<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Generacion del metodo de las series de potencias de borowicka-gorbunov-posadov para la solucion del problema de contacto y su aplicacion al calculo de obras que se apoyan en un semiespacio definido por dos coeficientes de balasto (pasternak). <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Jaime Santos Mi\u00f1on <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de catalunya<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1980<\/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>Eduardo Alonso P\u00e9rez De \u00e1greda<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Eduardo Alonso P\u00e9rez De \u00e1greda <\/li>\n<li>Fructuoso Ma\u00f1a Reixach (vocal)<\/li>\n<li>Juan Margarit Consarnau (vocal)<\/li>\n<li>Manuel Romana Ruiz (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Jaime Santos Mi\u00f1on Se desarrolla el modelo de suelo de pasternak definido por dos coeficientes de balasto [&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 center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""}},"footnotes":""},"categories":[332,15693,15596,4306],"tags":[15999,15801,111921,108560,39908],"class_list":["post-47400","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-ingenieria-estructural","category-politecnica-de-catalunya","category-tecnologia-de-la-construccion","tag-eduardo-alonso-perez-de-agreda","tag-fructuoso-mana-reixach","tag-jaime-santos-minon","tag-juan-margarit-consarnau","tag-manuel-romana-ruiz"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/47400","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/comments?post=47400"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/47400\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=47400"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=47400"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=47400"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}