{"id":4507,"date":"2024-07-19T13:08:13","date_gmt":"2024-07-19T16:08:13","guid":{"rendered":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/?page_id=4507"},"modified":"2024-08-19T13:42:21","modified_gmt":"2024-08-19T16:42:21","slug":"proyectos","status":"publish","type":"page","link":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/investigacion\/proyectos\/","title":{"rendered":"Proyectos"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"4507\" class=\"elementor elementor-4507\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ff98e2b elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"ff98e2b\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-c4dd574\" data-id=\"c4dd574\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b048ee7 elementor-widget elementor-widget-html\" data-id=\"b048ee7\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"uc-title panel-widget-style\"><div>\r\n<div class=\"siteorigin-widget-tinymce textwidget\">\r\n\t<h3>Proyectos<\/h3>\r\n<\/div>\r\n<\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-201d5f0 elementor-widget elementor-widget-text-editor\" data-id=\"201d5f0\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>A trav\u00e9s de la adjudicaci\u00f3n de proyectos ANID y de otras entidades, nuestros acad\u00e9micos pueden desarrollar descubrimientos cient\u00edficos.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7ea1b16 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"7ea1b16\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-2f8d0e4\" data-id=\"2f8d0e4\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b06d90a elementor-widget elementor-widget-html\" data-id=\"b06d90a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"uc-title panel-widget-style\"><div>\r\n<div class=\"siteorigin-widget-tinymce textwidget\">\r\n\t<h4>FONDECYT<\/h4>\r\n<\/div>\r\n<\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7aba9b7 elementor-widget elementor-widget-image\" data-id=\"7aba9b7\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/DSC_0116-1024x683.jpg\" class=\"attachment-large size-large wp-image-4512\" alt=\"\" srcset=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/DSC_0116-1024x683.jpg 1024w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/DSC_0116-300x200.jpg 300w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/DSC_0116-768x512.jpg 768w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/DSC_0116-1536x1024.jpg 1536w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/DSC_0116-2048x1365.jpg 2048w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/DSC_0116-272x182.jpg 272w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-06772b6 elementor-widget elementor-widget-heading\" data-id=\"06772b6\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h5 class=\"elementor-heading-title elementor-size-default\">Proyectos Vigentes<\/h5>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-d30458d elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"d30458d\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-c72fff9\" data-id=\"c72fff9\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-da8b378 elementor-widget elementor-widget-text-editor\" data-id=\"da8b378\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1241340<\/strong> &#8211; Numerical and experimental study of mid-rise industrialized timber modular structures equipped with seismic isolation devices: proposal for performance-based design in regions of high seismic risk &#8211; <strong>Profesor Jos\u00e9 Luis Almaz\u00e1n<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-b980eb0 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"b980eb0\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-f140a43\" data-id=\"f140a43\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-982181a elementor-widget elementor-widget-text-editor\" data-id=\"982181a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1231824<\/strong> &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges &#8211; <strong>Profesor Hern\u00e1n Santa Mar\u00eda<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-73d429d elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"73d429d\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-a51bbbc\" data-id=\"a51bbbc\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b8beacd elementor-widget elementor-widget-text-editor\" data-id=\"b8beacd\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1220796<\/strong> &#8211; Seismic Performance Of Tall Buildings With Basements Considering Soil-Structure Interaction &#8211; <strong>Profesor Christian Ledezma<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-0eb3cd8 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"0eb3cd8\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-aa53509\" data-id=\"aa53509\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-201b7d0 elementor-widget elementor-widget-text-editor\" data-id=\"201b7d0\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1220729<\/strong> &#8211; Fluid Flow In A Variably Fractured System: A Revealing Fracture Network Example From The Nevados De Chill\u00e1n Volcanic Complex &#8211;<strong> Profesora Gloria Arancibia<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-6d0b065 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"6d0b065\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-a2da4fa\" data-id=\"a2da4fa\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-93f520b elementor-widget elementor-widget-text-editor\" data-id=\"93f520b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1210591<\/strong> &#8211; Geological And Mechanical Significance Of Fault Intersections And Their Role In Geofluid Flow In The Crust: Key Andean Volcanic Complexes As Case Studies &#8211; <strong>Profesor Jos\u00e9 Cembrano<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-bc9ed1a elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"bc9ed1a\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-0c1c8f1\" data-id=\"0c1c8f1\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1e770f5 elementor-widget elementor-widget-text-editor\" data-id=\"1e770f5\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1220292<\/strong> &#8211; Multiscale Earthquake Risk Mitigation Of Healthcare Networks Using Seismic Isolation &#8211; <strong>Profesor Juan Carlos De La Llera<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-cb232f1 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"cb232f1\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-f224f22\" data-id=\"f224f22\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5cab76c elementor-widget elementor-widget-text-editor\" data-id=\"5cab76c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1220465<\/strong> &#8211; Multiscale Modeling Of Whole-Lung Respiratory Mechanics &#8211; <strong>Profesor Daniel Hurtado<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-fd005e6 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"fd005e6\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-f75941b\" data-id=\"f75941b\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-9aa1f72 elementor-widget elementor-widget-text-editor\" data-id=\"9aa1f72\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1211823<\/strong> &#8211; Residual Capacity Of Earthquake-Damaged Reinforced Concrete Structural Wall Buildings &#8211; <strong>Profesor<\/strong> <strong>Mat\u00edas Hube<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-95a0eac elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"95a0eac\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-bc4929d\" data-id=\"bc4929d\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-9654e77 elementor-widget elementor-widget-text-editor\" data-id=\"9654e77\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT INICIACI\u00d3N 11231002<\/strong> &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns &#8211;\u00a0<strong>Profesor Juan Carlos Tiznado<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-902881c\" data-id=\"902881c\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-617dd21 elementor-widget elementor-widget-html\" data-id=\"617dd21\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"uc-title panel-widget-style\"><div>\r\n<div class=\"siteorigin-widget-tinymce textwidget\">\r\n\t<h4>FONDEF<\/h4>\r\n<\/div>\r\n<\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f109925 elementor-widget elementor-widget-image\" data-id=\"f109925\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"1024\" height=\"768\" src=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Laboratorios-4-1-1024x768.jpg\" class=\"attachment-large size-large wp-image-4387\" alt=\"\" srcset=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Laboratorios-4-1-1024x768.jpg 1024w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Laboratorios-4-1-300x225.jpg 300w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Laboratorios-4-1-768x576.jpg 768w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Laboratorios-4-1-1536x1152.jpg 1536w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Laboratorios-4-1-2048x1536.jpg 2048w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fb678f4 elementor-widget elementor-widget-heading\" data-id=\"fb678f4\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h5 class=\"elementor-heading-title elementor-size-default\">Proyectos Vigentes<\/h5>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-1e960f9 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"1e960f9\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-78c86ab\" data-id=\"78c86ab\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-8ee5bdd elementor-widget elementor-widget-text-editor\" data-id=\"8ee5bdd\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1231824<\/strong> &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-2dd585b\" data-id=\"2dd585b\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-a8a9661 elementor-widget elementor-widget-text-editor\" data-id=\"a8a9661\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Profesor Hern\u00e1n Santa Mar\u00eda<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-bf7226b elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"bf7226b\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-b4fc140\" data-id=\"b4fc140\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-392b386 elementor-widget elementor-widget-text-editor\" data-id=\"392b386\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1231824<\/strong> &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-fc93dee\" data-id=\"fc93dee\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-25135dc elementor-widget elementor-widget-text-editor\" data-id=\"25135dc\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Profesor Hern\u00e1n Santa Mar\u00eda<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-4dc3b84 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"4dc3b84\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-9d8be73\" data-id=\"9d8be73\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1e0bd99 elementor-widget elementor-widget-text-editor\" data-id=\"1e0bd99\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1231824<\/strong> &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-fdf0fef\" data-id=\"fdf0fef\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b6930ea elementor-widget elementor-widget-text-editor\" data-id=\"b6930ea\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Profesor Hern\u00e1n Santa Mar\u00eda<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<div class=\"elementor-element elementor-element-37f4ff4 elementor-widget elementor-widget-heading\" data-id=\"37f4ff4\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h5 class=\"elementor-heading-title elementor-size-default\">Proyectos Recientes<\/h5>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-3fb0d5a elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"3fb0d5a\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-c234a5d\" data-id=\"c234a5d\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-eec4ca2 elementor-widget elementor-widget-text-editor\" data-id=\"eec4ca2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1201841<\/strong> &#8211; Analysis, Design And Experimentation Of Solutions To Mitigate The Effects Of Impact Forces On Structures And Equipment With Two-Dimensional And Three-Dimensional Seismic Isolation Systems &#8211; <strong>Profesor Jos\u00e9 Luis Almaz\u00e1n<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-4d96d51 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"4d96d51\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-e6cea7e\" data-id=\"e6cea7e\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0dcb054 elementor-widget elementor-widget-text-editor\" data-id=\"0dcb054\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT REGULAR 1231824<\/strong> &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-022895d\" data-id=\"022895d\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-4ee23e8 elementor-widget elementor-widget-text-editor\" data-id=\"4ee23e8\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Profesor Hern\u00e1n Santa Mar\u00eda<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6ec5679 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"6ec5679\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-000c486\" data-id=\"000c486\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-3d4da00 elementor-widget elementor-widget-html\" data-id=\"3d4da00\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"uc-title panel-widget-style\"><div>\r\n<div class=\"siteorigin-widget-tinymce textwidget\">\r\n\t<h4>Otros Proyectos<\/h4>\r\n<\/div>\r\n<\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b30109f elementor-widget elementor-widget-image\" data-id=\"b30109f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"1280\" height=\"720\" src=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Seminarios-4.jpg\" class=\"attachment-full size-full wp-image-4517\" alt=\"\" srcset=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Seminarios-4.jpg 1280w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Seminarios-4-300x169.jpg 300w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Seminarios-4-1024x576.jpg 1024w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2024\/07\/Seminarios-4-768x432.jpg 768w\" sizes=\"(max-width: 1280px) 100vw, 1280px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1724fdb elementor-widget elementor-widget-heading\" data-id=\"1724fdb\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h5 class=\"elementor-heading-title elementor-size-default\">Proyectos Vigentes<\/h5>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-7523719 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"7523719\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-7a48c68\" data-id=\"7a48c68\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5d64c6a elementor-widget elementor-widget-text-editor\" data-id=\"5d64c6a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT INICIACI\u00d3N 11231002<\/strong> &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-3013242\" data-id=\"3013242\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-4dfabe4 elementor-widget elementor-widget-text-editor\" data-id=\"4dfabe4\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Profesor Juan Carlos Tiznado<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-a8a01e3 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"a8a01e3\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-9c135bb\" data-id=\"9c135bb\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c65a85e elementor-widget elementor-widget-text-editor\" data-id=\"c65a85e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT INICIACI\u00d3N 11231002<\/strong> &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-a509f7f\" data-id=\"a509f7f\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-f745852 elementor-widget elementor-widget-text-editor\" data-id=\"f745852\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Profesor Juan Carlos Tiznado<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-10df399 elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"10df399\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-72814e0\" data-id=\"72814e0\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-88ff75d elementor-widget elementor-widget-text-editor\" data-id=\"88ff75d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT INICIACI\u00d3N 11231002<\/strong> &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-15b203d\" data-id=\"15b203d\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-e0eb64f elementor-widget elementor-widget-text-editor\" data-id=\"e0eb64f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Profesor Juan Carlos Tiznado<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-a73aa8c elementor-section-boxed elementor-section-height-default elementor-section-height-default wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-equal-height-no\" data-id=\"a73aa8c\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-17fa0f7\" data-id=\"17fa0f7\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-bb17341 elementor-widget elementor-widget-text-editor\" data-id=\"bb17341\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>FONDECYT INICIACI\u00d3N 11231002<\/strong> &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-inner-column elementor-element elementor-element-7f2b9da\" data-id=\"7f2b9da\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-59336f3 elementor-widget elementor-widget-text-editor\" data-id=\"59336f3\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Profesor Juan Carlos Tiznado<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Proyectos A trav\u00e9s de la adjudicaci\u00f3n de proyectos ANID y de otras entidades, nuestros acad\u00e9micos pueden desarrollar descubrimientos cient\u00edficos. FONDECYT Proyectos Vigentes FONDECYT REGULAR 1241340 &#8211; Numerical and experimental study of mid-rise industrialized timber modular structures equipped with seismic isolation devices: proposal for performance-based design in regions of high seismic risk &#8211; Profesor Jos\u00e9 Luis Almaz\u00e1n FONDECYT REGULAR 1231824 &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges &#8211; Profesor Hern\u00e1n Santa Mar\u00eda FONDECYT REGULAR 1220796 &#8211; Seismic Performance Of Tall Buildings With Basements Considering Soil-Structure Interaction &#8211; Profesor Christian Ledezma FONDECYT REGULAR 1220729 &#8211; Fluid Flow In A Variably Fractured System: A Revealing Fracture Network Example From The Nevados De Chill\u00e1n Volcanic Complex &#8211; Profesora Gloria Arancibia FONDECYT REGULAR 1210591 &#8211; Geological And Mechanical Significance Of Fault Intersections And Their Role In Geofluid Flow In The Crust: Key Andean Volcanic Complexes As Case Studies &#8211; Profesor Jos\u00e9 Cembrano FONDECYT REGULAR 1220292 &#8211; Multiscale Earthquake Risk Mitigation Of Healthcare Networks Using Seismic Isolation &#8211; Profesor Juan Carlos De La Llera FONDECYT REGULAR 1220465 &#8211; Multiscale Modeling Of Whole-Lung Respiratory Mechanics &#8211; Profesor Daniel Hurtado FONDECYT REGULAR 1211823 &#8211; Residual Capacity Of Earthquake-Damaged Reinforced Concrete Structural Wall Buildings &#8211; Profesor Mat\u00edas Hube FONDECYT INICIACI\u00d3N 11231002 &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns &#8211;\u00a0Profesor Juan Carlos Tiznado FONDEF Proyectos Vigentes FONDECYT REGULAR 1231824 &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges Profesor Hern\u00e1n Santa Mar\u00eda FONDECYT REGULAR 1231824 &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges Profesor Hern\u00e1n Santa Mar\u00eda FONDECYT REGULAR 1231824 &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges Profesor Hern\u00e1n Santa Mar\u00eda Proyectos Recientes FONDECYT REGULAR 1201841 &#8211; Analysis, Design And Experimentation Of Solutions To Mitigate The Effects Of Impact Forces On Structures And Equipment With Two-Dimensional And Three-Dimensional Seismic Isolation Systems &#8211; Profesor Jos\u00e9 Luis Almaz\u00e1n FONDECYT REGULAR 1231824 &#8211; Assessment Of The Effectiveness Of Bonded Bearings In The Seismic Response Of Bridges Profesor Hern\u00e1n Santa Mar\u00eda Otros Proyectos Proyectos Vigentes FONDECYT INICIACI\u00d3N 11231002 &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns Profesor Juan Carlos Tiznado FONDECYT INICIACI\u00d3N 11231002 &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns Profesor Juan Carlos Tiznado FONDECYT INICIACI\u00d3N 11231002 &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns Profesor Juan Carlos Tiznado FONDECYT INICIACI\u00d3N 11231002 &#8211; A Novel Experimental And Numerical Approach To Liquefaction Mitigation With Dense Granular Columns Profesor Juan Carlos Tiznado<\/p>\n","protected":false},"author":8,"featured_media":0,"parent":1240,"menu_order":6,"comment_status":"closed","ping_status":"closed","template":"","meta":{"site-sidebar-layout":"no-sidebar","site-content-layout":"page-builder","ast-site-content-layout":"full-width-container","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":"disabled","ast-breadcrumbs-content":"","ast-featured-img":"disabled","footer-sml-layout":"","ast-disable-related-posts":"","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":"set","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"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-opacity":"","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-opacity":"","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-opacity":"","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-opacity":"","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-opacity":"","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-opacity":"","overlay-gradient":""}},"footnotes":""},"class_list":["post-4507","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/pages\/4507","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/users\/8"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/comments?post=4507"}],"version-history":[{"count":23,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/pages\/4507\/revisions"}],"predecessor-version":[{"id":5220,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/pages\/4507\/revisions\/5220"}],"up":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/pages\/1240"}],"wp:attachment":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/media?parent=4507"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}