{"version":"1.0","provider_name":"GeoStru","provider_url":"https:\/\/www.geostru.eu\/es\/","author_name":"filippo catanzariti","author_url":"https:\/\/www.geostru.eu\/es\/blog\/author\/filippo-catanzariti\/","title":"ASIENTO DE UNA CIMENTACI\u00d3N MIXTA m\u00e9todo PDR","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"oNfPuJ3XUj\"><a href=\"https:\/\/www.geostru.eu\/es\/blog\/2017\/09\/13\/cedimento-di-una-fondazione-mista-metodo-pdr\/\">ASIENTO DE UNA CIMENTACI\u00d3N MIXTA m\u00e9todo PDR<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/www.geostru.eu\/es\/blog\/2017\/09\/13\/cedimento-di-una-fondazione-mista-metodo-pdr\/embed\/#?secret=oNfPuJ3XUj\" width=\"600\" height=\"338\" title=\"\u00abASIENTO DE UNA CIMENTACI\u00d3N MIXTA m\u00e9todo PDR\u00bb \u2014 GeoStru\" data-secret=\"oNfPuJ3XUj\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\" class=\"wp-embedded-content\"><\/iframe><script>\n\/*! This file is auto-generated *\/\n!function(d,l){\"use strict\";l.querySelector&&d.addEventListener&&\"undefined\"!=typeof URL&&(d.wp=d.wp||{},d.wp.receiveEmbedMessage||(d.wp.receiveEmbedMessage=function(e){var t=e.data;if((t||t.secret||t.message||t.value)&&!\/[^a-zA-Z0-9]\/.test(t.secret)){for(var s,r,n,a=l.querySelectorAll('iframe[data-secret=\"'+t.secret+'\"]'),o=l.querySelectorAll('blockquote[data-secret=\"'+t.secret+'\"]'),c=new RegExp(\"^https?:$\",\"i\"),i=0;i<o.length;i++)o[i].style.display=\"none\";for(i=0;i<a.length;i++)s=a[i],e.source===s.contentWindow&&(s.removeAttribute(\"style\"),\"height\"===t.message?(1e3<(r=parseInt(t.value,10))?r=1e3:~~r<200&&(r=200),s.height=r):\"link\"===t.message&&(r=new URL(s.getAttribute(\"src\")),n=new URL(t.value),c.test(n.protocol))&&n.host===r.host&&l.activeElement===s&&(d.top.location.href=t.value))}},d.addEventListener(\"message\",d.wp.receiveEmbedMessage,!1),l.addEventListener(\"DOMContentLoaded\",function(){for(var e,t,s=l.querySelectorAll(\"iframe.wp-embedded-content\"),r=0;r<s.length;r++)(t=(e=s[r]).getAttribute(\"data-secret\"))||(t=Math.random().toString(36).substring(2,12),e.src+=\"#?secret=\"+t,e.setAttribute(\"data-secret\",t)),e.contentWindow.postMessage({message:\"ready\",secret:t},\"*\")},!1)))}(window,document);\n<\/script>\n","thumbnail_url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/07\/platea_su_pali.jpg","thumbnail_width":800,"thumbnail_height":559,"description":"Para calcular los asientos de una cimentaci\u00f3n mixta es necesario efectuar un an\u00e1lisis de interacci\u00f3n para determinar la forma en que se reparte la carga transmitida por la estructura. Se debe estimar la rigidez de una cimentaci\u00f3n mixta, que depende de la rigidez de la losa y de la rigidez del grupo de pilotes y&hellip;"}