{"id":270,"date":"2015-01-18T03:09:26","date_gmt":"2015-01-18T06:09:26","guid":{"rendered":"https:\/\/www.facet.unt.edu.ar\/iest\/?page_id=270"},"modified":"2024-08-14T13:45:13","modified_gmt":"2024-08-14T16:45:13","slug":"egresados-y-tesis-de-doctorado-en-ingenieria","status":"publish","type":"page","link":"https:\/\/www.facet.unt.edu.ar\/iest\/docencia\/egresados-y-tesis-de-doctorado-en-ingenieria\/","title":{"rendered":"Egresados y Tesis de Doctorado en Ingenier\u00eda"},"content":{"rendered":"<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>24Pablo Mariano Barlek Mendoza<a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2022\/03\/TesisBarlek-Mendoza-Pablo-Mariano-.pdf\" target=\"_blank\" rel=\"noopener\"><i>Panales de disipaci\u00f3n de energ\u00eda pasivos para refuerzo de estructuras sometidas a acciones s\u00edsmicas<\/i><\/a><\/p>\n<p>&nbsp;<\/p>\n<table style=\"height: 638px; width: 125.939%;\" width=\"1040\">\n<tbody>\n<tr>\n<td style=\"width: 2.98077%;\" width=\"27\"><\/td>\n<td style=\"text-align: center; width: 25%;\" width=\"265\"><strong>Alumnos<\/strong><\/td>\n<td style=\"text-align: center; width: 71.0577%;\" width=\"765\"><strong>T\u00edtulo Tesis<\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">1<\/td>\n<td style=\"width: 25%;\" width=\"265\">Ricardo Daniel Ambrosini<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em>Consideraci\u00f3n de la Interacci\u00f3n Suelo-Estructura en el An\u00e1lisis Din\u00e1mico de Estructuras<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">2<\/td>\n<td style=\"width: 25%;\" width=\"265\">Graciela Nora Doz<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/drive.google.com\/file\/d\/15W1PHus-xCo98WRo2VG_l_YqjNdOytLs\/view?usp=sharing\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Simulaci\u00f3n Num\u00e9rica de la Excitaci\u00f3n S\u00edsmica a partir del deslizamiento en la falla de Origen<\/em><\/a><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">3<\/td>\n<td style=\"width: 25%;\" width=\"265\">Bibiana Mar\u00eda Luccioni<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2020\/11\/Tesis-B-Luccioni.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Formulaci\u00f3n de un Modelo Constitutivo para Materiales Ort\u00f3tropos<\/em><\/a><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">4<\/td>\n<td style=\"width: 25%;\" width=\"265\">Alejandro N\u00e9stor Armando Carosio<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em>Viscoplasticidad Continua y Consistente<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">5<\/td>\n<td style=\"width: 25%;\" width=\"265\">Pablo Enrique Mart\u00edn<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em>Modelo de Da\u00f1o Anis\u00f3tropo<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">6<\/td>\n<td style=\"width: 25%;\" width=\"265\">Gustavo Ariel P\u00e9rez<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em>Estudio Experimental y Num\u00e9rico de Puentes con Construcci\u00f3n Evolutiva Longitudinal y Transversal<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">7<\/td>\n<td style=\"width: 25%;\" width=\"265\">Juan Carlos Ramallo<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em>Sistemas Inteligentes de Aislamiento S\u00edsmico<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">8<\/td>\n<td style=\"width: 25%;\" width=\"265\">Domingo Sfer<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em>Proceso de Falla de Hormig\u00f3n en R\u00e9gimen de Alto Confinamiento<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">9<\/td>\n<td style=\"width: 25%;\" width=\"265\">Marta Graciela Amani<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2019\/10\/tesis.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Identificaci\u00f3n de Sistemas y Evaluaci\u00f3n del da\u00f1o Estructural<\/em><\/a><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">10<\/td>\n<td style=\"width: 25%;\" width=\"265\">Mariela Luege<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em>Resoluci\u00f3n Num\u00e9rica del Conformado de Metales mediante Hydroforming<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">11<\/td>\n<td style=\"width: 25%;\" width=\"265\">Viviana Carolina Rougier<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2016\/05\/Tesis-doctorado-V-Rougier.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">Refuerzo de muros de mamposter\u00eda con materiales compuestos<\/a><\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">12<\/td>\n<td style=\"width: 25%;\" width=\"265\">Ahmad Eduardo Guennam<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2015\/12\/Ahmad_Eduardo_Guennam_Doctorado2010.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">Modelado Num\u00e9rico de C\u00e1scaras con Compuestos Piezoel\u00e9ctricos<\/a><\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">13<\/td>\n<td style=\"width: 25%;\" width=\"265\">Gabriel Francisco Ar\u00e1oz<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2015\/12\/Gabriel_Araoz_Doctorado2012.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">Modelo para hormig\u00f3n bajo carga explosivas<\/a><\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">14<\/td>\n<td style=\"width: 25%;\" width=\"265\">Gonzalo Ruano Sandoval<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2015\/12\/Gonzalo_Javier_Ruano_Sandoval_Doctorado2013.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">Refuerzo de elementos estructurales de hormig\u00f3n con hormig\u00f3n reforzado con fibras<\/a><\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">15<\/td>\n<td style=\"width: 25%;\" width=\"265\">Facundo Andr\u00e9s Isla Calder\u00f3n<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2015\/12\/Facundo_Isla_2014-Modelo_para_hormigones_reforzados_con_fibras_de_acero.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">Modelo para hormigones reforzados con fibras de acero<\/a><\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">16<\/td>\n<td style=\"width: 25%;\" width=\"265\">Nicol\u00e1s Agustin Labanda<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/drive.google.com\/file\/d\/12z6RKen1yA8SO0owAOsax4e1VFkH8GUS\/view?usp=sharing\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Modelo Multi-Escala para Materiales Compuestos con Discontinuidades en el Elemento Representativo de Volumen<\/em><\/a><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">17<\/td>\n<td style=\"width: 25%;\" width=\"265\">Mart\u00edn Ernesto Almenar<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2017\/05\/Tesis-Doctoral-Mart\u00edn-Ernesto-Almenar.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">Modelo de Da\u00f1o No Local para Hormig\u00f3n Afectado por Reacci\u00f3n \u00c1lcali-S\u00edlice<\/a><\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">18<\/td>\n<td style=\"width: 25%;\" width=\"265\">Javier Alejandro Danna<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2018\/04\/Tesis-Danna-Rev17-02-06-17.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">Caracterizaci\u00f3n y Evaluaci\u00f3n de la Vulnerabilidad S\u00edsmica de Puentes<\/a>\u00a0<\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">19<\/td>\n<td style=\"width: 25%;\" width=\"265\">Mar\u00eda Alejandra Daziano<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><em><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2018\/04\/Tesis-DAZIANO.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">Evaluaci\u00f3n de la Vulnerabilidad S\u00edsmica de Presas de Materiales Sueltos<\/a><\/em><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">20<\/td>\n<td style=\"width: 25%;\" width=\"265\">Javier Bernardo Lucero<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2020\/02\/TESIS-JLUCERO-VERSION-FINAL-16-10-2019.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Modelo XFEM de un problema hidro-mec\u00e1nico acoplado en un medio poroso fracturado<\/em><\/a><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">21<\/td>\n<td style=\"width: 25%;\" width=\"265\">Exequiel Miguel Angel Santucho<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/drive.google.com\/file\/d\/15zjbzAm57FMfbBjNlkAPkiRaqKTomzNY\/view?usp=sharing\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Estudio de modelos para la identificaci\u00f3n de cavidades mediante la tomograf\u00eda de impedancia el\u00e9ctrica<\/em><\/a><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">22<\/td>\n<td style=\"width: 25%;\" width=\"265\">Fabi\u00e1n Fiengo P\u00e9rez<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2021\/02\/TESIS-DOCTORAL-FABIAN-FIENGO-PEREZ-VERSION-FINAL.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Hormig\u00f3n de alta resistencia reforzado con fibras bajo cargas de impacto<\/em><\/a><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">23<\/td>\n<td style=\"width: 25%;\" width=\"265\">Mart\u00edn Rearte<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2021\/06\/REARTE-Tesis-Doctoral-Diseno-y-evaluacion-de-una-micro-valvula-intravesical_Version-final.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Dise\u00f1o y evaluaci\u00f3n hidrodin\u00e1mica de una microv\u00e1lvula intravesical para tratar afecciones en la v\u00eda urinaria masculina<\/em><\/a><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">24<\/td>\n<td style=\"width: 25%;\" width=\"265\">Pablo Mariano Barlek Mendoza<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2022\/03\/TesisBarlek-Mendoza-Pablo-Mariano-.pdf\" target=\"_blank\" rel=\"noopener\"><i>Panales de disipaci\u00f3n de energ\u00eda pasivos para refuerzo de estructuras sometidas a acciones s\u00edsmicas<\/i><\/a><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: right; width: 2.98077%;\" width=\"27\">25<\/td>\n<td style=\"width: 25%;\" width=\"265\">Jos\u00e9 An\u00edbal Saracho<\/td>\n<td style=\"width: 71.0577%;\" width=\"765\"><a href=\"https:\/\/www.facet.unt.edu.ar\/iest\/wp-content\/uploads\/sites\/22\/2024\/08\/EVALUACION-DE-LA-VULNERABILIDAD-SISMICA-DE-PUENTES-EN-CUYO-Y-EL-NOA-A-TRAVES-DE-CURVAS-DE-FRAGILIDAD.pdf\" target=\"_blank\" rel=\"noopener\"><i>Evaluaci\u00f3n de la vulnerabilidad s\u00edsmica de puentes en cuyo y el noa a trav\u00e9s de curvas de fragilidad<\/i><\/a><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 24Pablo Mariano Barlek MendozaPanales de disipaci\u00f3n de energ\u00eda pasivos para refuerzo de estructuras sometidas a acciones s\u00edsmicas &nbsp; Alumnos T\u00edtulo Tesis 1 Ricardo Daniel Ambrosini Consideraci\u00f3n de la Interacci\u00f3n Suelo-Estructura en el An\u00e1lisis Din\u00e1mico de Estructuras 2 Graciela Nora Doz Simulaci\u00f3n Num\u00e9rica de la Excitaci\u00f3n S\u00edsmica a partir del deslizamiento [&hellip;]<\/p>\n","protected":false},"author":20,"featured_media":0,"parent":145,"menu_order":4,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"_links":{"self":[{"href":"https:\/\/www.facet.unt.edu.ar\/iest\/wp-json\/wp\/v2\/pages\/270"}],"collection":[{"href":"https:\/\/www.facet.unt.edu.ar\/iest\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.facet.unt.edu.ar\/iest\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.facet.unt.edu.ar\/iest\/wp-json\/wp\/v2\/users\/20"}],"replies":[{"embeddable":true,"href":"https:\/\/www.facet.unt.edu.ar\/iest\/wp-json\/wp\/v2\/comments?post=270"}],"version-history":[{"count":42,"href":"https:\/\/www.facet.unt.edu.ar\/iest\/wp-json\/wp\/v2\/pages\/270\/revisions"}],"predecessor-version":[{"id":3058,"href":"https:\/\/www.facet.unt.edu.ar\/iest\/wp-json\/wp\/v2\/pages\/270\/revisions\/3058"}],"up":[{"embeddable":true,"href":"https:\/\/www.facet.unt.edu.ar\/iest\/wp-json\/wp\/v2\/pages\/145"}],"wp:attachment":[{"href":"https:\/\/www.facet.unt.edu.ar\/iest\/wp-json\/wp\/v2\/media?parent=270"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}