{"id":3261,"date":"2021-05-05T01:16:18","date_gmt":"2021-05-05T01:16:18","guid":{"rendered":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/?p=3261"},"modified":"2021-05-05T01:16:18","modified_gmt":"2021-05-05T01:16:18","slug":"seminarios-dieg-caracterizacion-sismica-de-marcos-especiales-de-acero-resistentes-a-momento-sometidos-a-terremotos-subductivos-tipo-megathrust","status":"publish","type":"post","link":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/seminarios-dieg-caracterizacion-sismica-de-marcos-especiales-de-acero-resistentes-a-momento-sometidos-a-terremotos-subductivos-tipo-megathrust\/","title":{"rendered":"Seminarios DIEG: Caracterizaci\u00f3n S\u00edsmica de Marcos Especiales de Acero Resistentes a Momento sometidos a Terremotos Subductivos tipo Megathrust"},"content":{"rendered":"

Los invitamos a la primera charla del ciclo de Seminarios DIEG a realizarse el d\u00eda 11 de mayo de 13:00 a 14:00 hrs v\u00eda Zoom<\/b>. Este ciclo de Seminarios ser\u00e1 dictado por nuestros propios estudiantes de Doctorado en Ciencias de la Ingenier\u00eda.<\/p>\n

En esta ocasi\u00f3n, nuestro invitado es Miguel Medalla<\/b>, Ingeniero Civil y Mag\u00edster en Ingenier\u00eda Estructural y Geot\u00e9cnica, quien expondr\u00e1 el seminario\u00a0“Caracterizaci\u00f3n S\u00edsmica de Marcos Especiales de Acero Resistentes a Momento sometidos a Terremotos Subductivos tipo Megathrust”<\/b>. La tesis de Miguel Medalla est\u00e1 siendo supervisada por nuestro acad\u00e9mico Diego L\u00f3pez-Garc\u00eda, PhD.<\/p>\n

Se solicita a quienes deseen asistir al seminario inscribirse en el siguiente\u00a0link<\/a>.<\/p>\n

\"\"<\/p>\n","protected":false},"excerpt":{"rendered":"

11 de mayo de 13:00 a 14:00 hrs v\u00eda Zoom, previa inscripci\u00f3n.<\/p>\n","protected":false},"author":4,"featured_media":0,"comment_status":"closed","ping_status":"closed","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":"default","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":[20,18,19],"tags":[],"class_list":["post-3261","post","type-post","status-publish","format-standard","hentry","category-estructural-eventos","category-estructural-noticias","category-estructural-novedades"],"_links":{"self":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/3261","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\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/comments?post=3261"}],"version-history":[{"count":0,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/3261\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/media?parent=3261"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/categories?post=3261"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/tags?post=3261"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}