{"version":"1.0","provider_name":"iPresas","provider_url":"https:\/\/www.ipresas.com\/en\/","author_name":"ipresas","author_url":"https:\/\/www.ipresas.com\/en\/author\/ipresas\/","title":"Risk Analysis of R\u00edo Hondo, Escaba and Batiruana Dams, undertaken as a joint venture with RED Ingenier\u00eda S.R.L. for ORSEP (Argentina) \u2013 (2019\u20132023) - iPresas","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"sYmkz2KmDK\"><a href=\"https:\/\/www.ipresas.com\/en\/proyecto\/risk-analysis-riohondo-escaba-batiruana-orsep\/\">Risk Analysis of R\u00edo Hondo, Escaba and Batiruana Dams, undertaken as a joint venture with RED Ingenier\u00eda S.R.L. for ORSEP (Argentina) \u2013 (2019\u20132023)<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/www.ipresas.com\/en\/proyecto\/risk-analysis-riohondo-escaba-batiruana-orsep\/embed\/#?secret=sYmkz2KmDK\" width=\"600\" height=\"338\" title=\"&#8220;Risk Analysis of R\u00edo Hondo, Escaba and Batiruana Dams, undertaken as a joint venture with RED Ingenier\u00eda S.R.L. for ORSEP (Argentina) \u2013 (2019\u20132023)&#8221; &#8212; iPresas\" data-secret=\"sYmkz2KmDK\" 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\/\/# sourceURL=https:\/\/www.ipresas.com\/wp-includes\/js\/wp-embed.min.js\n<\/script>\n","thumbnail_url":"https:\/\/www.ipresas.com\/wp-content\/uploads\/2026\/08\/rio-hondo-escaba-y-batiruana.jpg","thumbnail_width":2000,"thumbnail_height":1600,"description":"The activities carried out as part of this work comprised: Comprehensive site visits to R\u00edo Hondo, Escaba and Batiruana dams, including the inspection of their facilities and the review of all technical documentation relating to the structures. Modelling of the structural and stress\u2013strain behaviour of R\u00edo Hondo Dam, including dynamic analysis under seismic loading using [&hellip;]"}