{"version":"1.0","provider_name":"CFD FEA\/FEM Service","provider_url":"https:\/\/test.cfdfeaservice.it","author_name":"CFD FEA SERVICE","author_url":"https:\/\/test.cfdfeaservice.it\/index.php\/author\/cfd-fea-service\/","title":"COMPORTAMENTO SISIMICO DELLE CHIESE - CFD FEA\/FEM Service","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\"><a href=\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/comportamento-sisimico-delle-chiese\/\">COMPORTAMENTO SISIMICO DELLE CHIESE<\/a><\/blockquote>\n<script type='text\/javascript'>\n<!--\/\/--><![CDATA[\/\/><!--\n\t\t\/*! This file is auto-generated *\/\n\t\t!function(d,l){\"use strict\";var e=!1,n=!1;if(l.querySelector)if(d.addEventListener)e=!0;if(d.wp=d.wp||{},!d.wp.receiveEmbedMessage)if(d.wp.receiveEmbedMessage=function(e){var t=e.data;if(t)if(t.secret||t.message||t.value)if(!\/[^a-zA-Z0-9]\/.test(t.secret)){for(var r,i,a,s=l.querySelectorAll('iframe[data-secret=\"'+t.secret+'\"]'),n=l.querySelectorAll('blockquote[data-secret=\"'+t.secret+'\"]'),o=new RegExp(\"^https?:$\",\"i\"),c=0;c<n.length;c++)n[c].style.display=\"none\";for(c=0;c<s.length;c++)if(r=s[c],e.source===r.contentWindow){if(r.removeAttribute(\"style\"),\"height\"===t.message){if(1e3<(a=parseInt(t.value,10)))a=1e3;else if(~~a<200)a=200;r.height=a}if(\"link\"===t.message)if(i=l.createElement(\"a\"),a=l.createElement(\"a\"),i.href=r.getAttribute(\"src\"),a.href=t.value,o.test(a.protocol))if(a.host===i.host)if(l.activeElement===r)d.top.location.href=t.value}}},e)d.addEventListener(\"message\",d.wp.receiveEmbedMessage,!1),l.addEventListener(\"DOMContentLoaded\",t,!1),d.addEventListener(\"load\",t,!1);function t(){if(!n){n=!0;for(var e,t,r=-1!==navigator.appVersion.indexOf(\"MSIE 10\"),i=!!navigator.userAgent.match(\/Trident.*rv:11\\.\/),a=l.querySelectorAll(\"iframe.wp-embedded-content\"),s=0;s<a.length;s++){if(!(e=a[s]).getAttribute(\"data-secret\"))t=Math.random().toString(36).substr(2,10),e.src+=\"#?secret=\"+t,e.setAttribute(\"data-secret\",t);if(r||i)(t=e.cloneNode(!0)).removeAttribute(\"security\"),e.parentNode.replaceChild(t,e)}}}}(window,document);\n\/\/--><!]]>\n<\/script><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/test.cfdfeaservice.it\/index.php\/2019\/01\/23\/comportamento-sisimico-delle-chiese\/embed\/\" width=\"600\" height=\"338\" title=\"&#8220;COMPORTAMENTO SISIMICO DELLE CHIESE&#8221; &#8212; CFD FEA\/FEM Service\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\" class=\"wp-embedded-content\"><\/iframe>","thumbnail_url":"https:\/\/i0.wp.com\/test.cfdfeaservice.it\/wp-content\/uploads\/2019\/01\/facebook.png?fit=96%2C96&ssl=1","thumbnail_width":96,"thumbnail_height":96,"description":"ciao,\u00a0 benvenuto in questo articolo, \u00a0 COMPORTAMENTO SISMICO DELLE CHIESE I danni riscontrati sulle strutture ecclesiastiche a seguito dei terremoti avvenuti in Italia dal 1976 al 2004 sono stati studiati da una commissione instituita ad HOC. La sintesi dei risultati ottenuti ha evidenziato che il comportamento sisimico di queste strutture [&hellip;]"}