{"id":48866,"date":"2020-12-16T03:49:15","date_gmt":"2020-12-16T03:49:15","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/resolucion-por-metodos-numericos-de-problemas-de-comportamiento-lineal-de-columnas-sometidas-a-compresion-compuesta-desviada\/"},"modified":"2020-12-16T03:49:15","modified_gmt":"2020-12-16T03:49:15","slug":"resolucion-por-metodos-numericos-de-problemas-de-comportamiento-lineal-de-columnas-sometidas-a-compresion-compuesta-desviada","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/resolucion-por-metodos-numericos-de-problemas-de-comportamiento-lineal-de-columnas-sometidas-a-compresion-compuesta-desviada\/","title":{"rendered":"Resolucion por metodos numericos de problemas de comportamiento lineal de columnas sometidas a compresion compuesta desviada."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Victor Zubizarreta Enriquez <\/strong><\/h2>\n<p>En esta tesis  se ha formulado matricialmente el problema linealizado de la columna sometida a cargas de compresion con iguales excentricidades en ambos extremos. Se ha obtenido un tratamiento conciso y sistematico que ha permitido expresar de forma explicita las constantes de integracion. Asi mismo se ha podido realizar la discusion de la solucion de movimientos y esfuerzos para ciertas condiciones extremas  como pandeo  longitud nula compresion centrada  etc&#8230; Para el tratamiento numerico se han desarrollado dos programas. El primero analiza las deformaciones y esfuerzos en las secciones intermedias de la columna. El segundo genera una tabla de las longitudes de columna para las cuales la tension maxima de comparacion coincide con la admisible del material.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Resolucion por metodos numericos de problemas de comportamiento lineal de columnas sometidas a compresion compuesta desviada.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Resolucion por metodos numericos de problemas de comportamiento lineal de columnas sometidas a compresion compuesta desviada. <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Victor Zubizarreta Enriquez <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1981<\/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: Luis Ortiz Berrocal <\/li>\n<li>Rafael Heredia Scaso (vocal)<\/li>\n<li> Scala Stalella Juan  Jos\u00e9 (vocal)<\/li>\n<li>Jes\u00fas Langreo Langreo (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Victor Zubizarreta Enriquez En esta tesis se ha formulado matricialmente el problema linealizado de la columna sometida [&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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