{"version":"1.0","provider_name":"HyLab","provider_url":"http:\/\/hylabnew.unipr.it\/en\/","author_name":"infinitodesign","author_url":"http:\/\/hylabnew.unipr.it\/en\/author\/infinitodesign\/","title":"Fluid \u2013 Structure interaction analysis - HyLab","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"3pKdt9S7TO\"><a href=\"http:\/\/hylabnew.unipr.it\/en\/services\/numeric\/fluid-structure-interaction-analysis\/\">Fluid \u2013 Structure interaction analysis<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"http:\/\/hylabnew.unipr.it\/en\/services\/numeric\/fluid-structure-interaction-analysis\/embed\/#?secret=3pKdt9S7TO\" width=\"600\" height=\"338\" title=\"&#8220;Fluid \u2013 Structure interaction analysis&#8221; &#8212; HyLab\" data-secret=\"3pKdt9S7TO\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\" class=\"wp-embedded-content\"><\/iframe><script>\n\/*! This file is auto-generated *\/\n!function(c,l){\"use strict\";var e=!1,o=!1;if(l.querySelector)if(c.addEventListener)e=!0;if(c.wp=c.wp||{},c.wp.receiveEmbedMessage);else if(c.wp.receiveEmbedMessage=function(e){var t=e.data;if(!t);else if(!(t.secret||t.message||t.value));else if(\/[^a-zA-Z0-9]\/.test(t.secret));else{for(var r,s,a,i=l.querySelectorAll('iframe[data-secret=\"'+t.secret+'\"]'),n=l.querySelectorAll('blockquote[data-secret=\"'+t.secret+'\"]'),o=0;o<n.length;o++)n[o].style.display=\"none\";for(o=0;o<i.length;o++)if(r=i[o],e.source!==r.contentWindow);else{if(r.removeAttribute(\"style\"),\"height\"===t.message){if(1e3<(s=parseInt(t.value,10)))s=1e3;else if(~~s<200)s=200;r.height=s}if(\"link\"===t.message)if(s=l.createElement(\"a\"),a=l.createElement(\"a\"),s.href=r.getAttribute(\"src\"),a.href=t.value,a.host===s.host)if(l.activeElement===r)c.top.location.href=t.value}}},e)c.addEventListener(\"message\",c.wp.receiveEmbedMessage,!1),l.addEventListener(\"DOMContentLoaded\",t,!1),c.addEventListener(\"load\",t,!1);function t(){if(o);else{o=!0;for(var e,t,r,s=-1!==navigator.appVersion.indexOf(\"MSIE 10\"),a=!!navigator.userAgent.match(\/Trident.*rv:11\\.\/),i=l.querySelectorAll(\"iframe.wp-embedded-content\"),n=0;n<i.length;n++){if(!(r=(t=i[n]).getAttribute(\"data-secret\")))r=Math.random().toString(36).substr(2,10),t.src+=\"#?secret=\"+r,t.setAttribute(\"data-secret\",r);if(s||a)(e=t.cloneNode(!0)).removeAttribute(\"security\"),t.parentNode.replaceChild(e,t);t.contentWindow.postMessage({message:\"ready\",secret:r},\"*\")}}}}(window,document);\n<\/script>\n","description":"Numerical simulations were produced to analyze the disturbances induced by the presence of obstacles in the motion field and to estimate the thrust exerted by the impact of the fluid on the structures. The models used are: 2d models for shallow waters and finite volumes; 3D Eulerian models; 3D SPH models. The models were validated &hellip;  Read More &raquo;","thumbnail_url":"http:\/\/hylabnew.unipr.it\/wp-content\/uploads\/2014\/07\/immagine_blocco-1024x275.jpg"}