{"id":43948,"date":"2018-08-10T11:36:50","date_gmt":"2018-08-10T11:36:50","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/el-calculo-plastico-de-las-mallas-espaciales-y-asimilacion-de-estructuras-continuas-a-discontinuas\/"},"modified":"2018-08-10T11:36:50","modified_gmt":"2018-08-10T11:36:50","slug":"el-calculo-plastico-de-las-mallas-espaciales-y-asimilacion-de-estructuras-continuas-a-discontinuas","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/el-calculo-plastico-de-las-mallas-espaciales-y-asimilacion-de-estructuras-continuas-a-discontinuas\/","title":{"rendered":"El calculo plastico de las mallas espaciales y asimilacion de estructuras continuas a discontinuas."},"content":{"rendered":"<h2>Tesis doctoral de <strong>  G\u00f3mez Serrano Pedro Jos\u00e9 <\/strong><\/h2>\n<p>La tesis realizada posibilita el calculo plastico de cualquier estructura de barras articuladas en el espacio con las cargas exteriores aplicadas en los nudos. Las mallas espaciales es la tipolog\u00eda mas representativa en la edificacion de estas estructuras. La plasticidad del material esta determinada por un diagrama de tension-deformacion del mismo birectilineo  con un tramo horizontal correspondiente al periodo plastico. La tesis contiene programas de calculo de ordenador para la aplicacion del calculo y ejemplos obtenidos. Las zonas de plastificacion del calculo plastico de mallas espaciales puede favorecer la obtencion de la configuracion de rotura de una estructura continua asimilable. Con la configuracion de rotura. Es facilmente aplicable un calculo en rotura de la estructura continua.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>El calculo plastico de las mallas espaciales y asimilacion de estructuras continuas a discontinuas.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 El calculo plastico de las mallas espaciales y asimilacion de estructuras continuas a discontinuas. <\/li>\n<li><strong>Autor:<\/strong>\u00a0  G\u00f3mez Serrano Pedro Jos\u00e9 <\/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\/1977<\/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>Carles Buxad\u00e9 Ribot<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Carles Buxad\u00e9 Ribot <\/li>\n<li> Sola-morales De Rosello Manuel (vocal)<\/li>\n<li>Juan Montero Pazos (vocal)<\/li>\n<li>Emilio Bordoy Alcantara (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de G\u00f3mez Serrano Pedro Jos\u00e9 La tesis realizada posibilita el calculo plastico de cualquier estructura de barras articuladas [&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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