{"id":13944,"date":"2017-12-11T13:25:24","date_gmt":"2017-12-11T16:25:24","guid":{"rendered":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/?p=13944"},"modified":"2017-12-11T13:25:24","modified_gmt":"2017-12-11T16:25:24","slug":"seminario-instituto-de-estructuras","status":"publish","type":"post","link":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/2017\/12\/11\/seminario-instituto-de-estructuras\/","title":{"rendered":"Seminario Instituto de Estructuras"},"content":{"rendered":"<p>Se invita a la comunidad de la FACET, este <u>mi\u00e9rcoles 13 de diciembre<\/u>, a participar del seminario titulado <strong>\u201cMetodolog\u00eda para evaluaci\u00f3n de la vulnerabilidad s\u00edsmica de puentes t\u00edpicos en Argentina mediante an\u00e1lisis din\u00e1mico no lineal\u201d<\/strong>.<!--more--><\/p>\n<p>El mismo se llevar\u00e1 a cabo desde las 11:30 hs y hasta las 12.00 hs, en el Instituto de Estructuras de la FACET, y estar\u00e1 a cargo del <strong>Mg. Ing. Jos\u00e9 Saracho<\/strong>.<\/p>\n<p>La entrada es libre para todo p\u00fablico.<\/p>\n<p><a href=\"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-content\/uploads\/sites\/9\/2017\/12\/saracho-seminario-2017.png\"><img decoding=\"async\" loading=\"lazy\" class=\"aligncenter  wp-image-13945\" src=\"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-content\/uploads\/sites\/9\/2017\/12\/saracho-seminario-2017-1024x727.png\" alt=\"\" width=\"535\" height=\"380\" srcset=\"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-content\/uploads\/sites\/9\/2017\/12\/saracho-seminario-2017-1024x727.png 1024w, https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-content\/uploads\/sites\/9\/2017\/12\/saracho-seminario-2017-300x213.png 300w, https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-content\/uploads\/sites\/9\/2017\/12\/saracho-seminario-2017-768x545.png 768w\" sizes=\"(max-width: 535px) 100vw, 535px\" \/><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Se invita a la comunidad de la FACET, este mi\u00e9rcoles 13 de diciembre, a participar del seminario titulado \u201cMetodolog\u00eda para evaluaci\u00f3n de la vulnerabilidad s\u00edsmica de puentes t\u00edpicos en Argentina mediante an\u00e1lisis din\u00e1mico no lineal\u201d.<\/p>\n","protected":false},"author":6,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[5],"tags":[],"_links":{"self":[{"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/posts\/13944"}],"collection":[{"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/users\/6"}],"replies":[{"embeddable":true,"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/comments?post=13944"}],"version-history":[{"count":1,"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/posts\/13944\/revisions"}],"predecessor-version":[{"id":13946,"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/posts\/13944\/revisions\/13946"}],"wp:attachment":[{"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/media?parent=13944"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/categories?post=13944"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.facet.unt.edu.ar\/facetinforma\/wp-json\/wp\/v2\/tags?post=13944"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}