{"id":5441,"date":"2026-07-20T13:04:16","date_gmt":"2026-07-20T16:04:16","guid":{"rendered":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/?p=5441"},"modified":"2026-07-20T13:19:46","modified_gmt":"2026-07-20T16:19:46","slug":"dieg-destaca-con-una-amplia-participacion-en-la-13th-national-conference-on-earthquake-engineering-realizada-en-portland","status":"publish","type":"post","link":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/dieg-destaca-con-una-amplia-participacion-en-la-13th-national-conference-on-earthquake-engineering-realizada-en-portland\/","title":{"rendered":"DIEG destaca con una amplia participaci\u00f3n en la 13th National Conference on Earthquake Engineering realizada en Portland"},"content":{"rendered":"\n<h1 class=\"wp-block-heading\"><\/h1>\n\n\n\n<p class=\"wp-block-paragraph\">El Departamento de Ingenier\u00eda Estructural y Geot\u00e9cnica (DIEG) de la Pontificia Universidad Cat\u00f3lica de Chile tuvo una destacada participaci\u00f3n en la <strong>13th National Conference on Earthquake Engineering (13NCEE)<\/strong>, realizada en Portland, Estados Unidos. Este importante encuentro internacional reuni\u00f3 a investigadores, acad\u00e9micos y profesionales de todo el mundo para compartir los avances m\u00e1s recientes en ingenier\u00eda s\u00edsmica, dise\u00f1o estructural y resiliencia frente a terremotos.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">La delegaci\u00f3n del DIEG estuvo conformada por acad\u00e9micos, estudiantes y graduados que presentaron investigaciones desarrolladas en el Departamento y en colaboraci\u00f3n con instituciones nacionales e internacionales, consolidando el reconocimiento del DIEG como un referente en investigaci\u00f3n en ingenier\u00eda s\u00edsmica.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Los representantes del DIEG fueron:<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Acad\u00e9micos<\/strong><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Prof. Mat\u00edas Hube<\/li>\n\n\n\n<li>Prof. Diego Valdivieso<\/li>\n\n\n\n<li>Prof. Alan Poulos<\/li>\n\n\n\n<li>Prof. Gerardo Araya<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Estudiantes<\/strong><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Ivanna Mart\u00ednez<\/li>\n\n\n\n<li>H\u00e9ctor G\u00e1lvez<\/li>\n\n\n\n<li>Marco Gallegos<\/li>\n\n\n\n<li>Anderson Mu\u00f1oz<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Graduada<\/strong><\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Mar\u00eda Jos\u00e9 Echeverr\u00eda<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">Durante la conferencia se presentaron <strong>12 investigaciones<\/strong> con participaci\u00f3n de integrantes del DIEG:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Beltran M., J\u00fcnemann R., Echeverr\u00eda M.J. <em>Influence of Site Class, Confinement, and Stiffness on Seismic Collapse of Reinforced Concrete Wall Buildings.<\/em><\/li>\n\n\n\n<li>Chac\u00f3n-Valero E., Hube M., Santa Mar\u00eda H., Pujol S. <em>Experimental Assessment of the Effects of the Loading History on the Drift Capacity of Reinforced Concrete Structural Walls.<\/em><\/li>\n\n\n\n<li>G\u00e1lvez H.A., Hube M.A., J\u00fcnemann R. <em>Seismic Indices and ROC Analysis for Identifying Vulnerable Reinforced Concrete Buildings in Chile.<\/em><\/li>\n\n\n\n<li>Gallegos M., Araya-Letelier G., Lopez-Garcia D. <em>Seismic Collapse Capacity of RC Wall-Frame Buildings with Fluid Viscous Dampers: Influence of Site Conditions in Chile.<\/em><\/li>\n\n\n\n<li>Gallegos M., Araya-Letelier G., Lopez-Garcia D., Molina-Hutt M. <em>Life-Cycle Cost Assessment of Seismic Design Alternatives for RC Office Buildings in Chile.<\/em><\/li>\n\n\n\n<li>Grand\u00f3n J., Hube M., Opabola E. <em>Shear Force Amplification on RC Wall Buildings.<\/em><\/li>\n\n\n\n<li>Mart\u00ednez I., Araya-Letelier G., Lopez-Garcia D., Lignos D.G., Medalla M. <em>Design Story Drift Requirements for Steel Special Moment Frames: A Comparative Review Across Seismic Regions.<\/em><\/li>\n\n\n\n<li>Mart\u00ednez I., Medalla M., Lignos D.G., Lopez-Garcia D., Araya-Letelier G. <em>Effect of Design Story Drift on the Design Economy of Steel SMFs in Chile and California.<\/em><\/li>\n\n\n\n<li>Merino Y., Ceferino L., Shoaf K., Petersen M., Sahin U., Ozpinar N., Kara B. <em>Advancing Earthquake Casualty Modeling via Multifaceted Post-Earthquake Survey.<\/em><\/li>\n\n\n\n<li>Mu\u00f1oz A., Ramon M., Valdivieso D., L\u00f3pez-Garc\u00eda D., Kourehpaz P., Galasso C. <em>Seismic Fragility Assessment of Multi-Layer Strong Shear Walls.<\/em><\/li>\n\n\n\n<li>Poulos A., Parker G., Hirakawa E., Baltay A. <em>Assumptions Underlying Median-to-Maximum Horizontal Intensity Conversions in Building Code Design Spectra.<\/em><\/li>\n\n\n\n<li>Thompson E., Poulos A., Luco N. <em>Waveforms and Intensity Measures: Opportunities and Challenges for Engineering Applications.<\/em><\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">La participaci\u00f3n del DIEG en esta conferencia internacional reafirma el compromiso del Departamento con la investigaci\u00f3n de excelencia y la generaci\u00f3n de conocimiento que contribuye al desarrollo de infraestructuras m\u00e1s seguras y resilientes frente a eventos s\u00edsmicos. Asimismo, evidencia el trabajo conjunto entre acad\u00e9micos, estudiantes y graduados, fortaleciendo la colaboraci\u00f3n internacional y la formaci\u00f3n de nuevas generaciones de investigadores.<\/p>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img fetchpriority=\"high\" decoding=\"async\" width=\"1024\" height=\"576\" data-id=\"5445\" src=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53-2-1024x576.jpeg\" alt=\"\" class=\"wp-image-5445\" srcset=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53-2-1024x576.jpeg 1024w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53-2-300x169.jpeg 300w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53-2-768x432.jpeg 768w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53-2.jpeg 1280w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img decoding=\"async\" width=\"1024\" height=\"576\" data-id=\"5444\" src=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53-1024x576.jpeg\" alt=\"\" class=\"wp-image-5444\" srcset=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53-1024x576.jpeg 1024w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53-300x169.jpeg 300w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53-768x432.jpeg 768w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2026\/07\/WhatsApp-Image-2026-07-20-at-11.49.53.jpeg 1280w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/figure>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n","protected":false},"excerpt":{"rendered":"<p>El Departamento de Ingenier\u00eda Estructural y Geot\u00e9cnica (DIEG) de la Pontificia Universidad Cat\u00f3lica de Chile tuvo una destacada participaci\u00f3n en la 13th National Conference on Earthquake Engineering (13NCEE), realizada en Portland, Estados Unidos. Este importante encuentro internacional reuni\u00f3 a investigadores, acad\u00e9micos y profesionales de todo el mundo para compartir los avances m\u00e1s recientes en ingenier\u00eda s\u00edsmica, dise\u00f1o estructural y resiliencia frente a terremotos. La delegaci\u00f3n del DIEG estuvo conformada por acad\u00e9micos, estudiantes y graduados que presentaron investigaciones desarrolladas en el Departamento y en colaboraci\u00f3n con instituciones nacionales e internacionales, consolidando el reconocimiento del DIEG como un referente en investigaci\u00f3n en ingenier\u00eda s\u00edsmica. Los representantes del DIEG fueron: Acad\u00e9micos Estudiantes Graduada Durante la conferencia se presentaron 12 investigaciones con participaci\u00f3n de integrantes del DIEG: La participaci\u00f3n del DIEG en esta conferencia internacional reafirma el compromiso del Departamento con la investigaci\u00f3n de excelencia y la generaci\u00f3n de conocimiento que contribuye al desarrollo de infraestructuras m\u00e1s seguras y resilientes frente a eventos s\u00edsmicos. Asimismo, evidencia el trabajo conjunto entre acad\u00e9micos, estudiantes y graduados, fortaleciendo la colaboraci\u00f3n internacional y la formaci\u00f3n de nuevas generaciones de investigadores.<\/p>\n","protected":false},"author":9,"featured_media":5442,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","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":"","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":""},"categories":[10,18],"tags":[],"class_list":["post-5441","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-noticias","category-estructural-noticias"],"_links":{"self":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/5441","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/users\/9"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/comments?post=5441"}],"version-history":[{"count":4,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/5441\/revisions"}],"predecessor-version":[{"id":5450,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/5441\/revisions\/5450"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/media\/5442"}],"wp:attachment":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/media?parent=5441"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/categories?post=5441"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/tags?post=5441"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}