{"id":83619,"date":"2000-01-03T00:00:00","date_gmt":"2000-01-03T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/analisis-dinamico-no-lineal-de-sistemas-conformados-por-estructuras-de-hormigon-armado-considerando-la-historia-tension-deformacion-de-los-materiales-constituyentes\/"},"modified":"2000-01-03T00:00:00","modified_gmt":"2000-01-03T00:00:00","slug":"analisis-dinamico-no-lineal-de-sistemas-conformados-por-estructuras-de-hormigon-armado-considerando-la-historia-tension-deformacion-de-los-materiales-constituyentes","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/analisis-dinamico-no-lineal-de-sistemas-conformados-por-estructuras-de-hormigon-armado-considerando-la-historia-tension-deformacion-de-los-materiales-constituyentes\/","title":{"rendered":"Analisis dinamico no lineal de sistemas conformados por estructuras de hormigon armado, considerando la historia tension-deformacion de los materiales constituyentes."},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Hasbun Hasbun Jos\u00e9 Carlos <\/strong><\/h2>\n<p>En este trabajo se pretende el desarrollo de un m\u00e9todo de an\u00e1lisis din\u00e1mico de sistemas estructurales que tienen incorporados miembros de hormig\u00f3n armado, y en el cual es posible tomar en cuenta la variaci\u00f3n del comportamiento de tales miembros con la historia tensi\u00f3n-deformaci\u00f3n previa, con la variaci\u00f3n del refuerzo longitudinal y transversal a lo largo del mismo, y con el posible desconchamiento del hormigon de recubrimiento.  el analisis de un miembro de hormig\u00f3n armado en particular se basa en el analisis de un cierto numero de secciones transversales a lo largo del mismo. Cada una de estas secciones transversales se considera compuesta por un cierto numero de elementos de hormigon y acero, y a cada uno de estos elementos se le asocia una ley de comportamiento que toma en cuenta la historia tensi\u00f3n-deformaci\u00f3n previa.  en el m\u00e9todo de analisis dinamico aqu\u00ed desarrollado, los miembros de hormig\u00f3n armado son incluidos en el proceso de modelado del sistema estructural como componentes especiales, que junto con otros componentes, como masas concentradas, resortes elasticos lineales y amortiguadores viscosos, amplian el espectro de aplicaci\u00f3n del metodo a estructuras m\u00e1s complejas.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Analisis dinamico no lineal de sistemas conformados por estructuras de hormigon armado, considerando la historia tension-deformacion de los materiales constituyentes.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Analisis dinamico no lineal de sistemas conformados por estructuras de hormigon armado, considerando la historia tension-deformacion de los materiales constituyentes. <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Hasbun Hasbun Jos\u00e9 Carlos <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/03\/2000<\/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>Enrique Alarcon Alvarez<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: benedicto Gomez sedano <\/li>\n<li> Sancho aznal Jos\u00e9 Mar\u00eda (vocal)<\/li>\n<li>Jos\u00e9 Dom\u00ednguez abascal (vocal)<\/li>\n<li>Jos\u00e9 Benito Juan (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Hasbun Hasbun Jos\u00e9 Carlos En este trabajo se pretende el desarrollo de un m\u00e9todo de an\u00e1lisis din\u00e1mico [&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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