{"id":36940,"date":"1998-01-01T00:00:00","date_gmt":"1998-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/estudio-experimental-del-comportamiento-estatico-y-dinamico-de-vigas-de-hormigon-armado-con-distintos-niveles-de-fisuracion\/"},"modified":"1998-01-01T00:00:00","modified_gmt":"1998-01-01T00:00:00","slug":"estudio-experimental-del-comportamiento-estatico-y-dinamico-de-vigas-de-hormigon-armado-con-distintos-niveles-de-fisuracion","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/estudio-experimental-del-comportamiento-estatico-y-dinamico-de-vigas-de-hormigon-armado-con-distintos-niveles-de-fisuracion\/","title":{"rendered":"Estudio experimental del comportamiento estatico y dinamico de vigas de hormigon armado con distintos niveles de fisuracion."},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Orquin Casas Juan  Manuel <\/strong><\/h2>\n<p>El trabajo realizado en esta tesis se enmarca en el \u00e1mbito del \u00e1mbito del an\u00e1lisis experimental de estructuras. Se presentan una serie de ensayos realizados en vigas de hormig\u00f3n armado, donde se analiza el comportamiento est\u00e1tico y din\u00e1mico con distintos niveles de fisuraci\u00f3n.  se han realizado ensayos sobre dos vigas de 4,5 m. De longitud y secci\u00f3n rectangular de 0,32 m. De canto por 0,22 m. De ancho, instrumentadas con bandas extensom\u00e9tricas en las armaduras. Los resultados de los ensayos est\u00e1ticos han permitido obtener la distribuci\u00f3n de deformaci\u00f3n del acero entre fisuras.  aunque es f\u00e1cil detectar el fen\u00f3meno de la fisuraci\u00f3n, midiendo cambios en las frecuencias naturales, es dificil determinar la localizaci\u00f3n e importancia de la fisuraci\u00f3n. La obtenci\u00f3n de los modos de vibraci\u00f3n permite detectar la localizaci\u00f3n de defectos puntuales pero no es posible cuando la fisuraci\u00f3n afecta a toda la estructura.  el objetivo en esta tesis, es estudiar mediante ensayos modales (que es un sencillo m\u00e9todo no destructivo) la sensibilidad de otros par\u00e1metros modales con la fisuraci\u00f3n, que permitan establecer una metodolog\u00eda, basada en la medida de la respuesta din\u00e1mica, como herramienta de inspecci\u00f3n y mantenimiento de estructuras de hormig\u00f3n armado (vigas).  por \u00faltimo se propone un modelo sencillo del comportamiento din\u00e1mico.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Estudio experimental del comportamiento estatico y dinamico de vigas de hormigon armado con distintos niveles de fisuracion.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Estudio experimental del comportamiento estatico y dinamico de vigas de hormigon armado con distintos niveles de fisuracion. <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Orquin Casas Juan  Manuel <\/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\/1998<\/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> Huerta Gomez De Merodio M. Consuelo<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Enrique Alarcon Alvarez <\/li>\n<li> Molina Ruiz Francisco Javier (vocal)<\/li>\n<li>Juli\u00e1n Pecharroman Sacristan (vocal)<\/li>\n<li>Jaime Dominguez Abascal (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Orquin Casas Juan Manuel El trabajo realizado en esta tesis se enmarca en el \u00e1mbito del \u00e1mbito [&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 center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""}},"footnotes":""},"categories":[332,15693,16008,4306,10558],"tags":[5018,97365,11116,97367,97366,97364],"class_list":["post-36940","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-ingenieria-estructural","category-politecnica-de-madrid","category-tecnologia-de-la-construccion","category-tecnologia-del-hormigon","tag-enrique-alarcon-alvarez","tag-huerta-gomez-de-merodio-m-consuelo","tag-jaime-dominguez-abascal","tag-julian-pecharroman-sacristan","tag-molina-ruiz-francisco-javier","tag-orquin-casas-juan-manuel"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/36940","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/comments?post=36940"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/36940\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=36940"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=36940"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=36940"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}