{"id":46178,"date":"2019-09-22T09:48:19","date_gmt":"2019-09-22T09:48:19","guid":{"rendered":""},"modified":"2019-09-22T09:48:19","modified_gmt":"2019-09-22T09:48:19","slug":"formulas-universales-de-relacion-directa-entre-acciones-incidentes-en-la-zona-de-influencia-de-una-barra-y-las-solicitaciones-existentes-en-la-misma-para-el-caso-de-estructuras-aporticadas-ortogonales","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/formulas-universales-de-relacion-directa-entre-acciones-incidentes-en-la-zona-de-influencia-de-una-barra-y-las-solicitaciones-existentes-en-la-misma-para-el-caso-de-estructuras-aporticadas-ortogonales\/","title":{"rendered":"Formulas universales de relacion directa entre acciones incidentes en la zona de influencia de una barra y las solicitaciones existentes en la misma para el caso de estructuras aporticadas ortogonales de nudos rigidos."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Roberto Guerra Fontana <\/strong><\/h2>\n<p>Establece formulas independientes del tipo de cargo y del tipo de sustentacion existentes en los extremos de las barras. Se establecen formulas de definicion de los perfiles laminados  con los que en funcion del canto se determinan las caracteristicas geometricas de los mismos permitiendo que el dimensionado se efectue sin procesos de tanteo o verificacion. Se proponen formulas exactas que permiten la resolucion de la zona de influencia de un nudo lo que permite el calculo con gran aproximacion para el caso de estructuras aporticadas ortogonales.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Formulas universales de relacion directa entre acciones incidentes en la zona de influencia de una barra y las solicitaciones existentes en la misma para el caso de estructuras aporticadas ortogonales de nudos rigidos.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Formulas universales de relacion directa entre acciones incidentes en la zona de influencia de una barra y las solicitaciones existentes en la misma para el caso de estructuras aporticadas ortogonales de nudos rigidos. <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Roberto Guerra Fontana <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Valencia<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1979<\/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>Luis Ortiz Berrocal<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Joaquin Arnau Amo <\/li>\n<li>Javier Lahuerta Varga (vocal)<\/li>\n<li>Jos\u00e9 Soler Sanz (vocal)<\/li>\n<li> Molina Bertet Jos\u00e9 Luis (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Roberto Guerra Fontana Establece formulas independientes del tipo de cargo y del tipo de sustentacion existentes en [&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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