{"id":11386,"date":"2019-01-18T16:56:10","date_gmt":"2019-01-18T08:56:10","guid":{"rendered":"http:\/\/www.jdcui.com\/?p=11386"},"modified":"2026-02-18T18:03:08","modified_gmt":"2026-02-18T10:03:08","slug":"abaqusmidas2abaqusfem-abaqus%e5%9c%b0%e9%9c%87%e4%bd%9c%e7%94%a8%e4%b8%8b%e9%92%a2%e6%a1%86%e6%9e%b6%e8%bf%9e%e7%bb%ad%e5%80%92%e5%a1%8c%e7%ae%97%e4%be%8b-nonlinear-progressive-collapse-analysi","status":"publish","type":"post","link":"http:\/\/www.jdcui.com\/?p=11386","title":{"rendered":"[midas2Abaqus] Abaqus\u5730\u9707\u4f5c\u7528\u4e0b\u94a2\u6846\u67b6\u8fde\u7eed\u5012\u584c\u7b97\u4f8b (Nonlinear progressive collapse analysis of a Steel Frame using Abaqus) (midas2Abaqus\u8f6f\u4ef6\u6d4b\u8bd5\u6848\u4f8b )"},"content":{"rendered":"<p><span style=\"color: #ff00ff; background-color: #ccffcc;\"><strong>\u5b9e\u5e72\u3001\u5b9e\u8df5\u3001\u79ef\u7d2f\u3001\u601d\u8003\u3001\u521b\u65b0\u3002<\/strong><\/span><\/p>\n<p><span style=\"color: #0000ff;\"><strong>Progressive Collapse Analysis of a Steel Frame in the presence of the earthquake loads by Abaqus .\u00a0<\/strong><\/span><\/p>\n<p>Abaqus\u5730\u9707\u8377\u8f7d\u4f5c\u7528\u4e0b\u94a2\u6846\u67b6\u5730\u9707\u7684\u8fde\u7eed\u5012\u584c\u5206\u6790\u3002\u4e00\u4e2amidas2Abaqus\u8f6f\u4ef6\u7684\u7b97\u4f8b\u3002<\/p>\n<p>\u5173\u4e8e<strong>midas2Abaqus<\/strong>\uff1a<strong><a href=\"http:\/\/www.jdcui.com\/?page_id=10470\" target=\"_blank\" rel=\"noopener\">http:\/\/www.jdcui.com\/?page_id=10470<\/a><\/strong><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>midas Gen Model<\/strong><\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-11418\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2019\/01\/midasModel-1.gif\" alt=\"\" width=\"550\" height=\"488\" \/><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>midas2Abaqus Model<\/strong><\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-11417\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2019\/01\/midasGenModel-4.gif\" alt=\"\" width=\"550\" height=\"500\" \/><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>Abaqus Model<\/strong><\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-11391\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2019\/01\/abaqusModel-2.gif\" alt=\"\" width=\"550\" height=\"495\" \/><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>Abaqus Analysis Results<\/strong><\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-11412\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2019\/01\/FrameCollapse1-1.png\" alt=\"\" width=\"472\" height=\"394\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-11413\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2019\/01\/FrameCollapse2-1.png\" alt=\"\" width=\"456\" height=\"396\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-11414\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2019\/01\/FrameCollapse3-1.png\" alt=\"\" width=\"461\" height=\"401\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-11415\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2019\/01\/FrameCollapse4-1.png\" alt=\"\" width=\"469\" height=\"409\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-11416\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2019\/01\/FrameCollapse5-1.png\" alt=\"\" width=\"466\" height=\"458\" \/><\/p>\n<p><span style=\"color: #ff00ff;\"><em><strong>PS. \u63a5\u4e0b\u6765\u5206\u4eab UMAT, VUMAT \u5b50\u7a0b\u5e8f\u5f00\u53d1\u7684\u4e00\u4e9b\u7814\u7a76\u6210\u679c\u3002<\/strong><\/em><\/span><\/p>\n<p><center><strong><div  class=\"thumbs-rating-container\" id=\"thumbs-rating-11386\" data-content-id=\"11386\"><button class=\"thumbs-rating-up thumbs-rating-voted\" onclick=\"thumbs_rating_vote(11386, 1);\">Vote Up +17<\/button> <button class=\"thumbs-rating-down thumbs-rating-voted\" onclick=\"thumbs_rating_vote(11386, 2);\">Vote Down -2<\/button><span class=\"thumbs-rating-already-voted\">You already voted!<\/span><\/div><\/strong><\/center><\/p>\n<ul style=\"list-style-type: square;\">\n<li style=\"text-align: left;\"><strong>\u5fae\u4fe1\u516c\u4f17\u53f7\u00a0(\u00a0<span style=\"color: #0000ff;\">Wechat\u00a0Subscription<\/span>)<\/strong><\/li>\n<\/ul>\n<p><a href=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2017\/01\/QRCODE.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3636\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2017\/01\/QRCODE.jpg\" alt=\"WeChat_QRCode\" width=\"250\" height=\"255\" \/><\/a><\/p>\n<p style=\"text-align: center;\"><strong>\u6b22\u8fce\u5173\u6ce8\u00a0\u201c<span style=\"color: #ff00ff;\">\u7ed3\u6784\u4e4b\u65c5<\/span>\u201d\u00a0\u5fae\u4fe1\u516c\u4f17\u53f7<\/strong><\/p>\n","protected":false},"excerpt":{"rendered":"<p>\u5b9e\u5e72\u3001\u5b9e\u8df5\u3001\u79ef\u7d2f\u3001\u601d\u8003\u3001\u521b\u65b0\u3002 Progressive Collapse Analysis of a Steel Frame in the presence of the earthquake loads by Abaqus .\u00a0 Abaqus\u5730\u9707\u8377\u8f7d\u4f5c\u7528\u4e0b\u94a2\u6846\u67b6\u5730\u9707\u7684\u8fde\u7eed\u5012\u584c\u5206\u6790\u3002\u4e00\u4e2amidas2Abaqus\u8f6f\u4ef6\u7684\u7b97\u4f8b\u3002 \u5173\u4e8emidas2Abaqus\uff1ahttp:\/\/www.jdcui.com\/?page_id=10470 midas Gen Model midas2Abaqus Model Abaqus Model Abaqus Analysis Results &#8230;<\/p>\n","protected":false},"author":1,"featured_media":11419,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[336,382,157,100,853,31,861,1087,5],"tags":[395,1741,292,1080,1268,1739,1742,1743,1740,303,293,1738,1121],"class_list":["post-11386","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-abaqus","category-dynamics-","category-earthquake-engineering-","category-fem-","category-midas","category-my-software-","category-simulation-analysis-","category-structural-analysis-","category-structural-engineering","tag-abaqus","tag-collapse","tag-fem","tag-midas","tag-midas2abaqus","tag-progressive-collapse","tag-umat","tag-vumat","tag-1740","tag-303","tag-293","tag-1738","tag-1121"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"[Abaqus][midas2Abaqus][FEM] 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Abaqus\u5730\u9707\u8377\u8f7d\u4f5c\u7528\u4e0b\u94a2\u6846\u67b6\u5730\u9707\u7684\u8fde\u7eed\u5012\u584c\u5206\u6790\u3002\u4e00\u4e2amidas2Abaqus\u8f6f\u4ef6\u7684\u7b97\u4f8b\u3002\u5173\u4e8emidas2Abaqus\uff1ahttp:\/\/www.jdcui.com\/?page_id=10470\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<meta name=\"author\" content=\"CJD\"\/>\n\t<meta name=\"keywords\" content=\"abaqus,collapse,fem,midas,midas2abaqus,progressive collapse,umat,vumat,\u5012\u584c\u5206\u6790,\u5f39\u5851\u6027\u5206\u6790,\u6709\u9650\u5143,\u8fde\u7eed\u5012\u584c,\u975e\u7ebf\u6027\u6709\u9650\u5143\" \/>\n\t<link rel=\"canonical\" href=\"http:\/\/www.jdcui.com\/?p=11386\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<script type=\"application\/ld+json\" class=\"aioseo-schema\">\n\t\t\t{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"http:\\\/\\\/www.jdcui.com\\\/?p=11386#article\",\"name\":\"[midas2Abaqus] Abaqus\\u5730\\u9707\\u4f5c\\u7528\\u4e0b\\u94a2\\u6846\\u67b6\\u8fde\\u7eed\\u5012\\u584c\\u7b97\\u4f8b (Nonlinear progressive collapse analysis of a Steel Frame using Abaqus) (midas2Abaqus\\u8f6f\\u4ef6\\u6d4b\\u8bd5\\u6848\\u4f8b ) | \\u5d14\\u6d4e\\u4e1c\\u7684\\u535a\\u5ba2 - 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