{"id":17914,"date":"2017-10-04T12:23:34","date_gmt":"2017-10-04T12:23:34","guid":{"rendered":"http:\/\/qu.edu.iq\/repository\/?p=17914"},"modified":"2017-10-04T12:23:34","modified_gmt":"2017-10-04T12:23:34","slug":"%d8%af-%d9%87%d9%8a%d8%ab%d9%85-%d8%b9%d9%84%d9%8a-%d8%a8%d8%a7%d8%af%d9%8a","status":"publish","type":"post","link":"https:\/\/repository.qu.edu.iq\/?p=17914","title":{"rendered":"\u062f. \u0647\u064a\u062b\u0645 \u0639\u0644\u064a \u0628\u0627\u062f\u064a"},"content":{"rendered":"<p dir=\"ltr\"><a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2017\/10\/H.docx-dr.-hathem-1.docx\">1-<strong>, A numerical study of the behavior\u00a0and failure modes of axially compressed steel columns subjected to transverse impact<\/strong><\/a><\/p>\n<p dir=\"ltr\"><a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2017\/10\/H.docxdr-hathem2.docx\">2-\u00a0<strong>, A Simplified Analytical Method for Predicting the Critical Velocity of Transverse Rigid Body Impact on Steel Column<\/strong><\/a><\/p>\n<p dir=\"ltr\"><a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2017\/10\/3.docx-dr-hathem-3.docx\">3-\u00a0<strong>, An Assessment of the Current Eurocode 1 Design Methods for Building Structure Steel Columns under Vehicle Impact<\/strong><\/a><\/p>\n<p dir=\"ltr\"><a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2017\/10\/dr.-hathem-4.docx\">4-\u00a0<strong>\u00a0, A Simplified Analytical Method for Predicting the Critical Velocity of Vehicle Impact on Steel Columns<\/strong><\/a><\/p>\n<p dir=\"ltr\"><a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2017\/10\/5.dr-hathem-5.docx\">5-\u00a0<strong>\u00a0, Simplified FE vehicle model for assessing the vulnerability of axially compressed steel columns against vehicle frontal impact<\/strong><\/a><\/p>\n<p dir=\"ltr\"><a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2017\/10\/6.dr-hathem-6.docx\">6-<strong>Behaviour and Design of Steel Columns Subjected to Vehicle Impact \u201c<\/strong><\/a><\/p>\n<p dir=\"ltr\"><a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2017\/10\/7.dr-hathem-7.docx\">7-<\/a>\u00a0<a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2017\/10\/7.dr-hathem-7.docx\"><strong>A modified single degree of freedom method for the analysis of\u00a0building steel columns subjected to explosion induced blast load<\/strong><\/a><\/p>\n<p dir=\"ltr\" style=\"text-align: left\"><a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2018\/03\/\u062e\u0644\u0627\u0635\u0629-\u0627\u0644\u0628\u062d\u062b-\u062f\u0643\u062a\u0648\u0631-\u0647\u064a\u062b\u0645-\u0639\u0644\u064a-\u0628\u0627\u062f\u064a.doc\">8-\u00a0<span lang=\"EN-GB\" style=\"font-family: 'Times New Roman','serif';color: black;font-weight: normal;font-style: normal\">Behaviour and Failure of Steel Columns Subjected to Blast Loads: Numerical Study and Analytical Approach<\/span><\/a><\/p>\n<p dir=\"ltr\">\n","protected":false},"excerpt":{"rendered":"<p>1-, A numerical study of the behavior\u00a0and failure modes of axially compressed steel columns subjected to transverse impact 2-\u00a0, A &#8230; <a class=\"cz_readmore\" href=\"https:\/\/repository.qu.edu.iq\/?p=17914\"><i class=\"fa fa-sign-out\" aria-hidden=\"true\"><\/i><span>\u0642\u0631\u0627\u0621\u0629 \u0627\u0644\u0645\u0632\u064a\u062f<\/span><\/a><\/p>\n","protected":false},"author":31,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[4,22],"tags":[],"class_list":["post-17914","post","type-post","status-publish","format-standard","hentry","category-4","category-22"],"_links":{"self":[{"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/posts\/17914","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/users\/31"}],"replies":[{"embeddable":true,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=17914"}],"version-history":[{"count":0,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/posts\/17914\/revisions"}],"wp:attachment":[{"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=17914"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=17914"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=17914"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}