{"id":524,"date":"2014-01-15T15:59:31","date_gmt":"2014-01-15T14:59:31","guid":{"rendered":"http:\/\/eduacero.com\/revista\/?p=524"},"modified":"2020-01-30T11:59:43","modified_gmt":"2020-01-30T11:59:43","slug":"influencia-de-la-rigidez-de-uniones-en-el-comportamiento-sismico-en-edificios-metalicos","status":"publish","type":"post","link":"https:\/\/revista.eduacero.upc.edu\/?p=524","title":{"rendered":"Influencia de la rigidez de uniones en el comportamiento s\u00edsmico en edificios met\u00e1licos"},"content":{"rendered":"<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone\" title=\"2013-2-1\" src=\"https:\/\/eduacero.upc.edu\/revista\/img\/2013-2\/2013-2-1.png\" alt=\"\" width=\"557\" height=\"439\"><br \/>\nEste art\u00edculo presenta un procedimiento de c\u00e1lculo para dimensionar uniones met\u00e1licas semi-r\u00edgidas o introducir a un modelo de c\u00e1lculo la rigidez real de la uni\u00f3n dependiendo del tipo de conexi\u00f3n que estemos utilizando. Esta rigidez se modela a trav\u00e9s de muelles rotacionales ubic\u00e1ndolos en los extremos del elemento viga, generando as\u00ed un comportamiento y una distribuci\u00f3n de esfuerzos m\u00e1s real de cada elemento y de la estructura bajo acciones est\u00e1ticas y din\u00e1micas o s\u00edsmicas, as\u00ed optimizar las secciones principales de la estructura, para demostrar las grandes ventajas de utilizar este tipo de modelos con nudos semi-r\u00edgidos. Todo el procedimiento planteado se basa en Euroc\u00f3digo 3, parte 1-8, Uniones.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Este art\u00edculo presenta un procedimiento de c\u00e1lculo para dimensionar uniones met\u00e1licas semi-r\u00edgidas o introducir a un modelo de c\u00e1lculo la rigidez real de la uni\u00f3n dependiendo del tipo de conexi\u00f3n que estemos utilizando.<\/p>\n","protected":false},"author":3,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"image","meta":{"footnotes":"","_links_to":"","_links_to_target":""},"categories":[3,24,26],"tags":[],"class_list":["post-524","post","type-post","status-publish","format-image","hentry","category-analisis-no-lineal","category-uniones","category-volumen-2-2013","post_format-post-format-image","column","threecol"],"_links":{"self":[{"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/posts\/524","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=524"}],"version-history":[{"count":1,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/posts\/524\/revisions"}],"predecessor-version":[{"id":851,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/posts\/524\/revisions\/851"}],"wp:attachment":[{"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=524"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=524"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=524"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}