{"id":10575,"date":"2019-03-12T23:37:46","date_gmt":"2019-03-12T15:37:46","guid":{"rendered":"http:\/\/www.jdcui.com\/?p=10575"},"modified":"2026-02-18T18:01:46","modified_gmt":"2026-02-18T10:01:46","slug":"%e7%bb%93%e6%9e%84%e8%ae%be%e8%ae%a1%e9%92%a2%e7%bb%93%e6%9e%84%e7%bc%96%e7%a8%8b%e5%b7%a5%e5%85%b7-%e9%92%a2%e6%9d%bf%e5%89%aa%e5%8a%9b%e5%a2%99%e8%bd%b4%e5%8e%8b%e6%af%94%e8%ae%a1%e7%ae%97a","status":"publish","type":"post","link":"http:\/\/www.jdcui.com\/?p=10575","title":{"rendered":"[\u7a0b\u5e8f] \u94a2\u677f\u6df7\u51dd\u571f\u526a\u529b\u5899\u8f74\u538b\u6bd4\u8ba1\u7b97\u53ca\u5206\u6790 [Axial Load Ratio of Steel Plate-Concrete Composite Shear Walls]"},"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<hr \/>\n<ul style=\"list-style-type: square;\">\n<li><strong style=\"font-size: 0.875rem;\">\u7a0b\u5e8f\u56fe\u6807\u00a0<span style=\"color: #0000ff;\">( Program Icon )<\/span><\/strong><\/li>\n<\/ul>\n<p style=\"padding-left: 30px;\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-11929\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2019\/03\/SWACRA_LOGO.png\" alt=\"\" width=\"85\" height=\"85\" \/><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u7a0b\u5e8f\u4ecb\u7ecd\u00a0<span style=\"color: #0000ff;\">( Program Introduction)<\/span><\/strong><\/li>\n<\/ul>\n<p>\u526a\u529b\u5899\u539a\u5ea6\u3001\u94a2\u677f\u53ca\u8f74\u538b\u6bd4\u5206\u6790\uff0c\u5de5\u7a0b\u5e08\u7684\u8ba1\u7b97\u5668\u3002<\/p>\n<p>\u9646\u7eed\u505a\u4e9b\u8bbe\u8ba1\u5c0f\u5de5\u5177\uff0c\u8bbe\u8ba1\u6709\u610f\u601d\u3002<\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u7a0b\u5e8f\u754c\u9762\u00a0<span style=\"color: #0000ff;\">( Program Interface\u00a0<\/span><\/strong><span style=\"color: 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