{"id":92731,"date":"2009-03-04T00:00:00","date_gmt":"2009-03-04T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/experimental-and-numerical-analysis-of-stone-masonry-walls-strengthened-with-advanced-composite-materials\/"},"modified":"2009-03-04T00:00:00","modified_gmt":"2009-03-04T00:00:00","slug":"experimental-and-numerical-analysis-of-stone-masonry-walls-strengthened-with-advanced-composite-materials","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/pais-vasco-euskal-herriko-unibertsitatea\/experimental-and-numerical-analysis-of-stone-masonry-walls-strengthened-with-advanced-composite-materials\/","title":{"rendered":"Experimental and numerical analysis of stone masonry walls strengthened with advanced composite materials"},"content":{"rendered":"<h2>Tesis doctoral de <strong> David Garcia Estevez <\/strong><\/h2>\n<p>Although the availabe standards about the stone masonry calculation, it is almost always focused on the periodically ordered masonry of brick or concrete block. The tables and equations of those codes are not generally applicable on the natural stone masonry or they should be compared and corrected according to experimental results of real structures or rehearsals in laboratory over enough size specimens. All the above-mentioned justifi new efforts to try to know better east material. the main objectives of this thesis are: improve the knowledge about multi-leaf stone masonry walls under compressive loads, taking into account the effects of slenderness, eccentricity and disconnection between leaves. evaluate two strengthening techniques based on advanced composite materials, transversal sewing with frp bars and surface treatment with trm, to improve the structural behaviour of stone masonry walls.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Experimental and numerical analysis of stone masonry walls strengthened with advanced composite materials<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Experimental and numerical analysis of stone masonry walls strengthened with advanced composite materials <\/li>\n<li><strong>Autor:<\/strong>\u00a0 David Garcia Estevez <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Pa\u00eds vasco\/euskal herriko unibertsitatea<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 03\/04\/2009<\/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>Jos\u00e9 Tom\u00e1s San Jos\u00e9 Lombera<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: JavierJes\u00fas Gonzalez Martinez <\/li>\n<li>daniel v. Oliveira (vocal)<\/li>\n<li>thanasis c. Triantafillou (vocal)<\/li>\n<li>Fernando farinha da silva Pinho (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de David Garcia Estevez Although the availabe standards about the stone masonry calculation, it is almost always focused [&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":[15830,15693,12909],"tags":[191715,191714,191717,139563,139562,191716],"class_list":["post-92731","post","type-post","status-publish","format-standard","hentry","category-ensayo-de-materiales","category-ingenieria-estructural","category-pais-vasco-euskal-herriko-unibertsitatea","tag-daniel-v-oliveira","tag-david-garcia-estevez","tag-fernando-farinha-da-silva-pinho","tag-javierjesus-gonzalez-Martinez","tag-jose-tomas-san-jose-lombera","tag-thanasis-c-triantafillou"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/92731","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=92731"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/92731\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=92731"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=92731"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=92731"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}