{"id":2332,"date":"2019-01-23T09:46:41","date_gmt":"2019-01-23T08:46:41","guid":{"rendered":"https:\/\/cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/"},"modified":"2019-01-23T09:46:41","modified_gmt":"2019-01-23T08:46:41","slug":"adeguamento-sismico","status":"publish","type":"post","link":"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/","title":{"rendered":"ADEGUAMENTO SISMICO"},"content":{"rendered":"<div><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-facebook nolightbox\" data-provider=\"facebook\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Facebook\" href=\"http:\/\/www.facebook.com\/sharer.php?u=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;t=ADEGUAMENTO%20SISMICO&#038;s=100&#038;p%5Burl%5D=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;p%5Bimages%5D%5B0%5D=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fwp-content%2Fuploads%2F2018%2F04%2FIMG_20180404_095549_047.jpg&#038;p%5Btitle%5D=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"Facebook\" title=\"Share on Facebook\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/facebook.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-twitter nolightbox\" data-provider=\"twitter\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Twitter\" href=\"https:\/\/twitter.com\/intent\/tweet?url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;text=Hey%20check%20this%20out\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"twitter\" title=\"Share on Twitter\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i1.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/twitter.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-google_plus nolightbox\" data-provider=\"google_plus\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Google+\" href=\"https:\/\/plus.google.com\/share?url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"google_plus\" title=\"Share on Google+\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/google_plus.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-reddit nolightbox\" data-provider=\"reddit\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Reddit\" href=\"http:\/\/www.reddit.com\/submit?url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;title=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"reddit\" title=\"Share on Reddit\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i2.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/reddit.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-pinterest nolightbox\" data-provider=\"pinterest\" target=\"_blank\" rel=\"nofollow\" title=\"Pin it with Pinterest\" href=\"http:\/\/pinterest.com\/pin\/create\/button\/?url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;media=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fwp-content%2Fuploads%2F2018%2F04%2FIMG_20180404_095549_047.jpg&#038;description=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"pinterest\" title=\"Pin it with Pinterest\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/pinterest.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-linkedin nolightbox\" data-provider=\"linkedin\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Linkedin\" href=\"http:\/\/www.linkedin.com\/shareArticle?mini=true&#038;url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;title=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"linkedin\" title=\"Share on Linkedin\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/linkedin.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-mail nolightbox\" data-provider=\"mail\" rel=\"nofollow\" title=\"Share by email\" href=\"mailto:?subject=ADEGUAMENTO%20SISMICO&#038;body=Hey%20check%20this%20out:%20http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;\"><img loading=\"lazy\" alt=\"mail\" title=\"Share by email\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/mail.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><\/p>\n<ul>\n<li>Lavori di ampliamento con completamento del secondo piano<\/li>\n<\/ul>\n<p>ADEGUAMENTO SISMICO<\/p>\n<p>L\u2019edificio oggetto della presente relazione di calcolo si estende per due piani fuori terra adibiti a civile abitazione.<\/p>\n<p>Il sistema strutturale resistente \u00e8 del tipo \u201c<strong>Muratura Portante<\/strong>\u201d costituita da blocchi lapidei squadrati in tufo mentre gli orizzontamenti sono del tipo latero cementizio.<\/p>\n<p>Il progetto prevede l\u2019ampliamento del fabbricato con completamento del secondo piano in muratura portante costituita da blocchi in laterizio antisismici e copertura in <strong>Legno Lamellare GL24c<\/strong>.<\/p>\n<p>Sono previsti inoltre una serie di rinforzi tramite intonaco armato sull\u2019intero edificio al fine di conferire alla muratura esistente migliori caratteristiche meccaniche che ne permettano un completo <strong>Adeguamento<\/strong> in termini sismici secondo quanto prescritto dalle norme vigenti.<\/p>\n<p><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-facebook nolightbox\" data-provider=\"facebook\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Facebook\" href=\"http:\/\/www.facebook.com\/sharer.php?u=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;t=ADEGUAMENTO%20SISMICO&#038;s=100&#038;p%5Burl%5D=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;p%5Bimages%5D%5B0%5D=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fwp-content%2Fuploads%2F2018%2F04%2FIMG_20180404_095549_047.jpg&#038;p%5Btitle%5D=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"Facebook\" title=\"Share on Facebook\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/facebook.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-twitter nolightbox\" data-provider=\"twitter\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Twitter\" href=\"https:\/\/twitter.com\/intent\/tweet?url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;text=Hey%20check%20this%20out\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"twitter\" title=\"Share on Twitter\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i1.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/twitter.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-google_plus nolightbox\" data-provider=\"google_plus\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Google+\" href=\"https:\/\/plus.google.com\/share?url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"google_plus\" title=\"Share on Google+\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/google_plus.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-reddit nolightbox\" data-provider=\"reddit\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Reddit\" href=\"http:\/\/www.reddit.com\/submit?url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;title=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"reddit\" title=\"Share on Reddit\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i2.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/reddit.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-pinterest nolightbox\" data-provider=\"pinterest\" target=\"_blank\" rel=\"nofollow\" title=\"Pin it with Pinterest\" href=\"http:\/\/pinterest.com\/pin\/create\/button\/?url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;media=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fwp-content%2Fuploads%2F2018%2F04%2FIMG_20180404_095549_047.jpg&#038;description=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"pinterest\" title=\"Pin it with Pinterest\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/pinterest.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-linkedin nolightbox\" data-provider=\"linkedin\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Linkedin\" href=\"http:\/\/www.linkedin.com\/shareArticle?mini=true&#038;url=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;title=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;margin-right:5px;\"><img loading=\"lazy\" alt=\"linkedin\" title=\"Share on Linkedin\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/linkedin.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-mail nolightbox\" data-provider=\"mail\" rel=\"nofollow\" title=\"Share by email\" href=\"mailto:?subject=ADEGUAMENTO%20SISMICO&#038;body=Hey%20check%20this%20out:%20http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F\" style=\"font-size: 0px; width:48px;height:48px;margin:0;margin-bottom:5px;\"><img loading=\"lazy\" alt=\"mail\" title=\"Share by email\" class=\"synved-share-image synved-social-image synved-social-image-share\" width=\"48\" height=\"48\" style=\"display: inline; width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/mail.png?resize=48%2C48\" data-recalc-dims=\"1\"><\/a><\/div>\n<p><a href=\"http:\/\/www.calcolostrutture.com\/blog\/adeguamento-sismico\/\">Vai alla fonte.<\/a><\/p>\n<p>Autore: calcolostrutture<\/p>\n<p class=\"wpematico_credit\"><small>Powered by <a href=\"http:\/\/www.wpematico.com\" target=\"_blank\">WPeMatico<\/a><\/small><\/p>\n<p><strong>_________________________________<\/strong><\/p>\n<p><strong>CFD FEA Service SRL<\/strong> &egrave; una societ&agrave; di servizi che offre <em>consulenza<\/em> e <em>formazione<\/em> in ambito <strong>ingegneria<\/strong> e <strong>IT<\/strong>. Se questo post\/prodotto ti &egrave; piaciuto ti invitiamo a:<\/p>\n<ul>\n<li>visionare il nostro <a href=\"https:\/\/cfdfeaservice.it\/index.php\/blog\/\" target=\"_blank\" rel=\"noopener\">blog<\/a><\/li>\n<li>visionare i <a href=\"https:\/\/cfdfeaservice.it\/index.php\/prodotti\/\" target=\"_blank\" rel=\"noopener\">software<\/a> disponibili - anche per la formazione<\/li>\n<li>iscriverti alla nostra newsletter<\/li>\n<li>entrare in contatto con noi attraverso la <a href=\"https:\/\/cfdfeaservice.it\/#ribbon\" target=\"_blank\" rel=\"noopener\">pagina contatti<\/a><\/li>\n<\/ul>\n<p>Saremo lieti di seguire le tue richieste e fornire risposte alle tue domande.<\/p>","protected":false},"excerpt":{"rendered":"<p>Lavori di ampliamento con completamento del secondo piano ADEGUAMENTO SISMICO L\u2019edificio oggetto della presente relazione di calcolo si estende per due piani fuori terra adibiti a civile abitazione. Il sistema strutturale resistente \u00e8 del tipo \u201cMuratura Portante\u201d costituita da blocchi lapidei squadrati in tufo mentre gli orizzontamenti sono del tipo [&hellip;]<\/p>\n","protected":false},"author":8,"featured_media":2333,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"spay_email":""},"categories":[62],"tags":[],"jetpack_featured_media_url":"https:\/\/i0.wp.com\/test.cfdfeaservice.it\/wp-content\/uploads\/2019\/01\/facebook-2.png?fit=96%2C96&ssl=1","yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v15.1.1 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>ADEGUAMENTO SISMICO - CFD FEA\/FEM Service<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/\" \/>\n<meta property=\"og:locale\" content=\"en_GB\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"ADEGUAMENTO SISMICO - CFD FEA\/FEM Service\" \/>\n<meta property=\"og:description\" content=\"Lavori di ampliamento con completamento del secondo piano ADEGUAMENTO SISMICO L\u2019edificio oggetto della presente relazione di calcolo si estende per due piani fuori terra adibiti a civile abitazione. Il sistema strutturale resistente \u00e8 del tipo \u201cMuratura Portante\u201d costituita da blocchi lapidei squadrati in tufo mentre gli orizzontamenti sono del tipo [&hellip;]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/\" \/>\n<meta property=\"og:site_name\" content=\"CFD FEA\/FEM Service\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/cfdfeaservice\" \/>\n<meta property=\"article:published_time\" content=\"2019-01-23T08:46:41+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/i0.wp.com\/test.cfdfeaservice.it\/wp-content\/uploads\/2019\/01\/facebook-2.png?fit=96%2C96&#038;ssl=1\" \/>\n\t<meta property=\"og:image:width\" content=\"96\" \/>\n\t<meta property=\"og:image:height\" content=\"96\" \/>\n<meta name=\"twitter:card\" content=\"summary\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Organization\",\"@id\":\"https:\/\/test.cfdfeaservice.it\/#organization\",\"name\":\"CFD FEA SERVICE SRL\",\"url\":\"https:\/\/test.cfdfeaservice.it\/\",\"sameAs\":[\"https:\/\/www.facebook.com\/cfdfeaservice\",\"https:\/\/www.linkedin.com\/company\/11421185\/\",\"https:\/\/www.youtube.com\/channel\/UCr2h1DbpsNDKJSBAgeWMbfA\"],\"logo\":{\"@type\":\"ImageObject\",\"@id\":\"https:\/\/test.cfdfeaservice.it\/#logo\",\"inLanguage\":\"en-GB\",\"url\":\"https:\/\/i2.wp.com\/test.cfdfeaservice.it\/wp-content\/uploads\/2018\/07\/CFD-FEA-SERVICE-Compact.png?fit=677%2C178&ssl=1\",\"width\":677,\"height\":178,\"caption\":\"CFD FEA SERVICE SRL\"},\"image\":{\"@id\":\"https:\/\/test.cfdfeaservice.it\/#logo\"}},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/test.cfdfeaservice.it\/#website\",\"url\":\"https:\/\/test.cfdfeaservice.it\/\",\"name\":\"CFD FEA\/FEM Service\",\"description\":\"Servizi di ingegneria 4.0\",\"publisher\":{\"@id\":\"https:\/\/test.cfdfeaservice.it\/#organization\"},\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":\"https:\/\/test.cfdfeaservice.it\/?s={search_term_string}\",\"query-input\":\"required name=search_term_string\"}],\"inLanguage\":\"en-GB\"},{\"@type\":\"ImageObject\",\"@id\":\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/#primaryimage\",\"inLanguage\":\"en-GB\",\"url\":\"https:\/\/i0.wp.com\/test.cfdfeaservice.it\/wp-content\/uploads\/2019\/01\/facebook-2.png?fit=96%2C96&ssl=1\",\"width\":96,\"height\":96},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/#webpage\",\"url\":\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/\",\"name\":\"ADEGUAMENTO SISMICO - CFD FEA\/FEM Service\",\"isPartOf\":{\"@id\":\"https:\/\/test.cfdfeaservice.it\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/#primaryimage\"},\"datePublished\":\"2019-01-23T08:46:41+00:00\",\"dateModified\":\"2019-01-23T08:46:41+00:00\",\"inLanguage\":\"en-GB\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/\"]}]},{\"@type\":\"Article\",\"@id\":\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/#webpage\"},\"author\":{\"@id\":\"https:\/\/test.cfdfeaservice.it\/#\/schema\/person\/c3b6ebdd7f80794fe6e6657f2f5335e7\"},\"headline\":\"ADEGUAMENTO SISMICO\",\"datePublished\":\"2019-01-23T08:46:41+00:00\",\"dateModified\":\"2019-01-23T08:46:41+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/#webpage\"},\"publisher\":{\"@id\":\"https:\/\/test.cfdfeaservice.it\/#organization\"},\"image\":{\"@id\":\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/#primaryimage\"},\"articleSection\":\"Ingegneria\",\"inLanguage\":\"en-GB\"},{\"@type\":\"Person\",\"@id\":\"https:\/\/test.cfdfeaservice.it\/#\/schema\/person\/c3b6ebdd7f80794fe6e6657f2f5335e7\",\"name\":\"CFD FEA SERVICE\",\"image\":{\"@type\":\"ImageObject\",\"@id\":\"https:\/\/test.cfdfeaservice.it\/#personlogo\",\"inLanguage\":\"en-GB\",\"url\":\"https:\/\/secure.gravatar.com\/avatar\/a34dbcf675cd4152f1184664b3adcb72?s=96&d=mm&r=g\",\"caption\":\"CFD FEA SERVICE\"}}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","jetpack_shortlink":"https:\/\/wp.me\/p9JrPq-BC","jetpack_sharing_enabled":true,"_links":{"self":[{"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/posts\/2332"}],"collection":[{"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/users\/8"}],"replies":[{"embeddable":true,"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/comments?post=2332"}],"version-history":[{"count":0,"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/posts\/2332\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/media\/2333"}],"wp:attachment":[{"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/media?parent=2332"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/categories?post=2332"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/test.cfdfeaservice.it\/index.php\/wp-json\/wp\/v2\/tags?post=2332"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}