{"id":50396,"date":"2021-06-07T22:01:01","date_gmt":"2021-06-07T22:01:01","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/metodo-teorico-para-el-analisis-del-comportamiento-de-elementos-de-hormigon-con-armadura-transversal-sometidos-a-esfuerzos-cortantes-y-de-flexion\/"},"modified":"2021-06-07T22:01:01","modified_gmt":"2021-06-07T22:01:01","slug":"metodo-teorico-para-el-analisis-del-comportamiento-de-elementos-de-hormigon-con-armadura-transversal-sometidos-a-esfuerzos-cortantes-y-de-flexion","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/metodo-teorico-para-el-analisis-del-comportamiento-de-elementos-de-hormigon-con-armadura-transversal-sometidos-a-esfuerzos-cortantes-y-de-flexion\/","title":{"rendered":"Metodo teorico para el analisis del comportamiento de elementos de hormigon con armadura transversal sometidos a esfuerzos cortantes y de flexion."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Salvador Meca Gomez <\/strong><\/h2>\n<p>En este trabajo se pretende el estudio del comportamiento de elementos de hormigon de flexion simple con esfuerzo cortante constante. El metodo analiza la subzona c.Z donde aparecen las roturas de esfuerzo cortante. Se analizan separadamente la region no fisurada (comprimida) y la region fisurada. Para la primera se utiliza la hipotesis de seccion plana que permanece plana tras la deformacion. Para la segunda se tiene en cuenta el efecto engranamiento entre las caras de fisura. Se concluye entre otras cosas  el papel fundamental  hasta ahora no obtenido en los codigos  de la armadura longitudinal en la resistencia a cortante de elementos de hormigon con armadura transversal.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Metodo teorico para el analisis del comportamiento de elementos de hormigon con armadura transversal sometidos a esfuerzos cortantes y de flexion.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Metodo teorico para el analisis del comportamiento de elementos de hormigon con armadura transversal sometidos a esfuerzos cortantes y de flexion. <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Salvador Meca Gomez <\/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\/1982<\/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>Juan Murcia Vela<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Juan Murcia Vela <\/li>\n<li>Carles Buxad\u00e9 Ribot (vocal)<\/li>\n<li> Torrosa Cavanillas Jos\u00e9 Antonio (vocal)<\/li>\n<li>Joan Margarit Consarnau (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Salvador Meca Gomez En este trabajo se pretende el estudio del comportamiento de elementos de hormigon de [&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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