{"id":37126,"date":"1998-01-01T00:00:00","date_gmt":"1998-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/estructuras-mixtas-de-hormigon-madera-aplicadas-a-la-rehabilitacion-de-forjados\/"},"modified":"1998-01-01T00:00:00","modified_gmt":"1998-01-01T00:00:00","slug":"estructuras-mixtas-de-hormigon-madera-aplicadas-a-la-rehabilitacion-de-forjados","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/estructuras-mixtas-de-hormigon-madera-aplicadas-a-la-rehabilitacion-de-forjados\/","title":{"rendered":"Estructuras mixtas de hormigon-madera aplicadas a la rehabilitacion de forjados."},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Pardo Ros Jos\u00e9 L. <\/strong><\/h2>\n<p>Se ha desarrollado un procedimiento de c\u00e1lculo para estructuras mixtas hormig\u00f3n-madera con conexi\u00f3n deformable, sometidas a flexi\u00f3n, que tiene en cuenta la fisuraci\u00f3n del hormig\u00f3n bajo tensiones de tracci\u00f3n, reduciendo su secci\u00f3n a efectos resistentes. El estudio se ha orientado a la rehabilitaci\u00f3n de antiguos forjados de madera, para que la estructura original reforzada sea capaz de responder con plenas garant\u00edas a las actuales exigencias de seguridad, manteniendo su primitivo aspecto, que en muchos casos para el arquitecto suele ser un objetivo a cumplir.  dada la complejidad que supone la aplicaci\u00f3n pr\u00e1ctica de este procedimiento, se ha desarrollado tambi\u00e9n un programa inform\u00e1tico que permite, de forma sencilla, tanto la entrada de datos como la salida de resultados, con su desarrollo posterior, se ha llegado a la obtenci\u00f3n de unos gr\u00e1ficos que, adem\u00e1s de suponer una ayuda valiosa para el c\u00e1lculo, nos ofrecen una visi\u00f3n general del comportamiento del sistema, relacionando la gran cantidad de variables que intervienen.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Estructuras mixtas de hormigon-madera aplicadas a la rehabilitacion de forjados.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Estructuras mixtas de hormigon-madera aplicadas a la rehabilitacion de forjados. <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Pardo Ros Jos\u00e9 L. <\/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\/1998<\/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>Jose Monfort Lleonart<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Juan Rovira Soler <\/li>\n<li>Rafael Lopez Palanco (vocal)<\/li>\n<li>Liliana Palaia Perez (vocal)<\/li>\n<li>Jos\u00e9 Luis Ramirez Ortiz (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Pardo Ros Jos\u00e9 L. Se ha desarrollado un procedimiento de c\u00e1lculo para estructuras mixtas hormig\u00f3n-madera con conexi\u00f3n [&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":[332,15693,16820,16465,4306],"tags":[26287,31366,31367,97661,97660,15984],"class_list":["post-37126","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-ingenieria-estructural","category-politecnica-de-valencia","category-resistencia-de-estructuras","category-tecnologia-de-la-construccion","tag-jose-luis-ramirez-ortiz","tag-jose-monfort-lleonart","tag-juan-rovira-soler","tag-liliana-palaia-perez","tag-pardo-ros-jose-l","tag-rafael-lopez-palanco"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/37126","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=37126"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/37126\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=37126"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=37126"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=37126"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}