{"version":"1.0","provider_name":"\u0632\u0631\u06cc\u0646 \u0641\u0627\u06cc\u0644","provider_url":"http:\/\/zarinfile.zarinblog.ir","author_name":"zarinfile","author_url":"http:\/\/zarinfile.zarinblog.ir\/author\/zarinfile\/","title":"\u062a\u0631\u062c\u0645\u0647 \u0645\u0642\u0627\u0644\u0647 \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc ISI 2014 \u062f\u0631 \u062e\u0635\u0648\u0635 \u0645\u0648\u0636\u0648\u0639 \u0628\u0627 \u0639\u0646\u0648\u0627\u0646 Numerical investigation on ultimate shear strength of steel plate shear walls","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\"><a href=\"http:\/\/zarinfile.zarinblog.ir\/2020\/02\/03\/%d8%aa%d8%b1%d8%ac%d9%85%d9%87-%d9%85%d9%82%d8%a7%d9%84%d9%87-%d8%af%db%8c%d9%88%d8%a7%d8%b1-%d8%a8%d8%b1%d8%b4%db%8c-%d9%81%d9%88%d9%84%d8%a7%d8%af%db%8c-isi-2014-%d8%af%d8%b1-%d8%ae%d8%b5%d9%88-2\/\">\u062a\u0631\u062c\u0645\u0647 \u0645\u0642\u0627\u0644\u0647 \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc ISI 2014 \u062f\u0631 \u062e\u0635\u0648\u0635 \u0645\u0648\u0636\u0648\u0639 \u0628\u0627 \u0639\u0646\u0648\u0627\u0646 Numerical investigation on ultimate shear strength of steel plate shear walls<\/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=\"http:\/\/zarinfile.zarinblog.ir\/2020\/02\/03\/%d8%aa%d8%b1%d8%ac%d9%85%d9%87-%d9%85%d9%82%d8%a7%d9%84%d9%87-%d8%af%db%8c%d9%88%d8%a7%d8%b1-%d8%a8%d8%b1%d8%b4%db%8c-%d9%81%d9%88%d9%84%d8%a7%d8%af%db%8c-isi-2014-%d8%af%d8%b1-%d8%ae%d8%b5%d9%88-2\/embed\/\" width=\"600\" height=\"338\" title=\"&#8220;\u062a\u0631\u062c\u0645\u0647 \u0645\u0642\u0627\u0644\u0647 \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc ISI 2014 \u062f\u0631 \u062e\u0635\u0648\u0635 \u0645\u0648\u0636\u0648\u0639 \u0628\u0627 \u0639\u0646\u0648\u0627\u0646 Numerical investigation on ultimate shear strength of steel plate shear walls&#8221; &#8212; \u0632\u0631\u06cc\u0646 \u0641\u0627\u06cc\u0644\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\" class=\"wp-embedded-content\"><\/iframe>"}