{"id":58701,"date":"2018-03-09T22:46:31","date_gmt":"2018-03-09T22:46:31","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/optimizacion-del-diseno-de-estructuras-bidimensionales-de-ha\/"},"modified":"2018-03-09T22:46:31","modified_gmt":"2018-03-09T22:46:31","slug":"optimizacion-del-diseno-de-estructuras-bidimensionales-de-ha","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/tecnologia-del-hormigon\/optimizacion-del-diseno-de-estructuras-bidimensionales-de-ha\/","title":{"rendered":"Optimizaci\u00f3n del dise\u00f1o de estructuras bidimensionales de ha"},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Diaz Dominguez Pedro Ignacio <\/strong><\/h2>\n<p>En la tesis se presenta un m\u00e9todo que permite la comprobaci\u00f3n, el dimensionamiento y el c\u00e1lculo de estructuras bidimensionales de hormig\u00f3n armado (lajas, placas y losas) mediante un planteamiento del problema en deformaciones. Para ello se emplean las tradicionales ecuaciones de compatibilidad, constitutivas y de equilibrio. Debido a las hip\u00f3tesis consideradas en el planteamiento, el m\u00e9todo se puede clasificar como distribuido de \u00e1ngulo de fisura variable. El m\u00e9todo, adem\u00e1s de la disposici\u00f3n ortogonal, permite el estudio de disposiciones diferentes de armado, como son los casos de armaduras oblicuas o multiplicidad de familias. el procedimiento descrito se valida mediante la comparaci\u00f3n entre los resultados de ensayos reales y los obtenidos mediante modelos para estructuras tipo laja y placa, utiliz\u00e1ndose las ecuaciones constitutivas propuesta por hsu en el truss model. finalmente se muestran unos ejemplos de aplicaci\u00f3n que quieren reflejar la capacidad que presenta el m\u00e9todo para resolver problemas que, con frecuencia, aparecen el el c\u00e1lculo de estructuras.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Optimizaci\u00f3n del dise\u00f1o de estructuras bidimensionales de ha<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Optimizaci\u00f3n del dise\u00f1o de estructuras bidimensionales de ha <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Diaz Dominguez Pedro Ignacio <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 29\/05\/2007<\/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> Samart\u00edn Quiroga Avelino Francisco<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: jos\u00e9 Calavera ruiz <\/li>\n<li>enrique Hernandez montes (vocal)<\/li>\n<li>Manuel Juli\u00e1 vilardell (vocal)<\/li>\n<li>Luis Moreno garcia (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Diaz Dominguez Pedro Ignacio En la tesis se presenta un m\u00e9todo que permite la comprobaci\u00f3n, el dimensionamiento [&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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