{"id":465,"date":"2018-11-01T19:25:02","date_gmt":"2018-11-01T19:25:02","guid":{"rendered":"http:\/\/dara-estructural.com\/?p=465"},"modified":"2018-11-01T19:26:51","modified_gmt":"2018-11-01T19:26:51","slug":"calculo-estructural-en-alicante-diseno-frente-a-sismo","status":"publish","type":"post","link":"https:\/\/dara-estructural.com\/?p=465","title":{"rendered":"C\u00e1lculo estructural en Alicante. Dise\u00f1o frente a sismo."},"content":{"rendered":"<p>Estamos trabajando con una estructura de s\u00f3tano mas diez plantas en Alicante. Con una aceleraci\u00f3n s\u00edsmica b\u00e1sica de 0,14 y esta altura, el dise\u00f1o de elementos contra las acciones horizontales es de gran importancia.<\/p>\n<p><a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-01.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-466 aligncenter\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-01.jpg\" alt=\"\" width=\"1222\" height=\"791\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-01.jpg 1222w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-01-300x194.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-01-768x497.jpg 768w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-01-1024x663.jpg 1024w\" sizes=\"auto, (max-width: 1222px) 100vw, 1222px\" \/><\/a> <a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-02.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-467 size-full aligncenter\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-02.jpg\" alt=\"\" width=\"919\" height=\"850\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-02.jpg 919w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-02-300x277.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-02-768x710.jpg 768w\" sizes=\"auto, (max-width: 919px) 100vw, 919px\" \/><\/a> <a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-03.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-468 size-full aligncenter\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-03.jpg\" alt=\"\" width=\"969\" height=\"746\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-03.jpg 969w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-03-300x231.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2018\/11\/BLASCO-03-768x591.jpg 768w\" sizes=\"auto, (max-width: 969px) 100vw, 969px\" \/><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Estamos trabajando con una estructura de s\u00f3tano mas diez plantas en Alicante. Con una aceleraci\u00f3n s\u00edsmica b\u00e1sica de 0,14 y esta altura, el dise\u00f1o de elementos contra las acciones horizontales es de gran importancia.<\/p>\n","protected":false},"author":1,"featured_media":468,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_mi_skip_tracking":false,"_exactmetrics_sitenote_active":false,"_exactmetrics_sitenote_note":"","_exactmetrics_sitenote_category":0,"footnotes":""},"categories":[5,17],"tags":[],"class_list":["post-465","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-trabajos-propios","category-calculo-sismico"],"_links":{"self":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts\/465","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=465"}],"version-history":[{"count":2,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts\/465\/revisions"}],"predecessor-version":[{"id":470,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts\/465\/revisions\/470"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/media\/468"}],"wp:attachment":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=465"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=465"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=465"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}