{"id":124863,"date":"2025-10-12T11:12:21","date_gmt":"2025-10-12T11:12:21","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/resistencia-al-fuego-en-los-edificios-de-los-soportes-metalicos-protegidos\/"},"modified":"2025-10-12T11:12:21","modified_gmt":"2025-10-12T11:12:21","slug":"resistencia-al-fuego-en-los-edificios-de-los-soportes-metalicos-protegidos","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/resistencia-al-fuego-en-los-edificios-de-los-soportes-metalicos-protegidos\/","title":{"rendered":"Resistencia al fuego en los edificios  de los soportes metalicos protegidos."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Pedro Amondarain Elicegut <\/strong><\/h2>\n<p>Basandonos en las recomendations  publicadas  en 1983 por european convention for constructional steelwork  con polinomios hemos definido un campo de curvas tension-deformacion para cualquier temperatura hasta los 600 grados c  a partir de los que la fluencia no es despereciable. Con un dandeo  una rigidez del resto del edificio  un coeficiente de ponderacion y momentos extremos  se calcula la temperatura de colapso del soporte. Mediante un tratamiento unidimensional y bidimensional para perfiles huecos protegidos y refrigerados en su interior por un fluido en convencion forzada  con las propiedades fisicas variables con la temperatura  calculamos el tiempo que tardara el soporte en llegar a dicha temperatura critica  lo que nos da su resistencia al fuego o test del horno.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Resistencia al fuego en los edificios  de los soportes metalicos protegidos.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Resistencia al fuego en los edificios  de los soportes metalicos protegidos. <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Pedro Amondarain Elicegut <\/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\/1987<\/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>Manuel Gomez Martinez<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Lorenzo Alvarez Martinez <\/li>\n<li>Josep Mumbru Laporta (vocal)<\/li>\n<li> Fornons Garcia  Jos\u00e9 M. (vocal)<\/li>\n<li>Esteban Rifa Tapia (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Pedro Amondarain Elicegut Basandonos en las recomendations publicadas en 1983 por european convention for constructional steelwork con [&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":[332,15596,16465,4306],"tags":[238384,232980,15937,17183,238383,238382],"class_list":["post-124863","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-politecnica-de-catalunya","category-resistencia-de-estructuras","category-tecnologia-de-la-construccion","tag-esteban-rifa-tapia","tag-fornons-garcia-jose-m","tag-josep-mumbru-laporta","tag-lorenzo-alvarez-Martinez","tag-manuel-gomez-Martinez","tag-pedro-amondarain-elicegut"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/124863","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=124863"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/124863\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=124863"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=124863"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=124863"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}