{"id":7,"date":"2014-10-04T06:08:11","date_gmt":"2014-10-04T06:08:11","guid":{"rendered":"http:\/\/jdcui.com\/?page_id=7"},"modified":"2026-07-17T00:09:29","modified_gmt":"2026-07-16T16:09:29","slug":"about-me","status":"publish","type":"page","link":"http:\/\/www.jdcui.com\/?page_id=7","title":{"rendered":"About Me [\u535a\u4e3b\u7b80\u4ecb]"},"content":{"rendered":"

\u5b9e\u5e72\u3001\u5b9e\u8df5\u3001\u79ef\u7d2f\u3001\u601d\u8003\u3001\u521b\u65b0\uff01<\/strong><\/span><\/h4>\n
\n

\"\"<\/p>\n

\u5d14\u6d4e\u4e1c \u535a\u58eb ( Dr. CUI Ji DONG)<\/span><\/strong><\/p>\n

\u5e7f\u4e1c\u7701\u8302\u540d\u4eba\uff08\u73b0\u5c45\u5e7f\u5dde\uff09<\/span><\/strong><\/p>\n

\u9ad8\u7ea7\u5de5\u7a0b\u5e08\uff0c\u5de5\u5b66\u535a\u58eb\uff0c\u6bd5\u4e1a\u4e8e\u534e\u5357\u7406\u5de5\u5927\u5b66\uff0c\u571f\u6728\u5de5\u7a0b\u7cfb\u7ed3\u6784\u5de5\u7a0b\u4e13\u4e1a\uff0c\u73b0\u5c31\u804c\u4e8e\u4e2d\u56fd\u80fd\u6e90\u5efa\u8bbe\u96c6\u56e2\u5e7f\u4e1c\u7701\u7535\u529b\u8bbe\u8ba1\u7814\u7a76\u9662\u6709\u9650\u516c\u53f8\uff0c<\/span><\/strong>\u4e3b\u8981\u4ece\u4e8b\u590d\u6742\u7ed3\u6784\u8bbe\u8ba1\u3001\u6d88\u80fd\u51cf\u9707\u7ed3\u6784\u8bbe\u8ba1\u3001\u5730\u94c1\u8f68\u9053\u632f\u52a8\u63a7\u5236\u3001\u7ed3\u6784\u8f6f\u4ef6\u7814\u53d1\u3001\u6d77\u4e0a\u98ce\u7535\u8f6f\u4ef6\u5f00\u53d1\u7b49\u5de5\u4f5c\uff0c\u81f4\u529b\u4e8e\u5efa\u7b51\u7ed3\u6784\u8bbe\u8ba1\u53ca\u7ed3\u6784\u6709\u9650\u5143\u6280\u672f\u3001\u8ba1\u7b97\u673a\u7f16\u7a0b\u6280\u672f\u3001BIM\u53ca\u53c2\u6570\u5316\u6280\u672f\u5728\u5b9e\u9645\u5de5\u7a0b\u4e2d\u7684\u5e94\u7528\u3002<\/span><\/strong>(\u4e2a\u4eba\u7a0b\u5e8f\u4f5c\u54c1\u96c6\uff1a http:\/\/www.jdcui.com\/?page_id=60<\/a> )<\/span><\/span><\/strong><\/p>\n

[\u8bba\u6587\/\u8457\u4f5c]<\/span><\/strong><\/p>\n

\u53d1\u8868\u7814\u7a76\u8bba\u6587 20 \u4f59\u7bc7\uff0c\u51fa\u7248\u4e13\u84576\u90e8\uff1a<\/span><\/strong><\/p>\n

    \n
  1. \u5d14\u6d4e\u4e1c, <\/span><\/strong>\u90d1\u4f9d\u529b,\u5b59\u5178\u9f99.<\/span>\u300aGrasshopper\u5efa\u7b51\u7ed3\u6784\u53c2\u6570\u5316\u5efa\u6a21\u5e94\u7528\u5b9e\u4f8b\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e,2026.<\/span><\/strong><\/li>\n
  2. \u5d14\u6d4e\u4e1c, <\/span><\/strong>\u6613\u4f1f\u6587,\u5e38\u78ca, \u8d75\u9896.<\/span>\u300a\u7ed3\u6784\u5730\u9707\u52a8\u529b\u54cd\u5e94Python\u7f16\u7a0b\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e,2025.<\/span><\/strong><\/li>\n
  3. \u5d14\u6d4e\u4e1c, <\/span><\/strong>\u6c88\u96ea\u9f99,\u5434\u91d1\u8bda, \u8d75\u9896.<\/span>\u300a\u6709\u9650\u5355\u5143\u6cd5Python\u7f16\u7a0b\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e,2024.<\/span><\/strong><\/li>\n
  4. \u5d14\u6d4e\u4e1c, <\/span><\/strong>\u6c88\u96ea\u9f99, \u6768\u660e\u707f.<\/span>\u300a\u7ed3\u6784\u5730\u9707\u53cd\u5e94\u5206\u6790\u7f16\u7a0b\u4e0e\u8f6f\u4ef6\u5e94\u7528\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e, 2022.<\/span><\/strong><\/li>\n
  5. \u5d14\u6d4e\u4e1c, <\/span><\/strong>\u6c88\u96ea\u9f99.<\/span>\u300a\u6709\u9650\u5355\u5143\u6cd5-\u7f16\u7a0b\u4e0e\u8f6f\u4ef6\u5e94\u7528\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e,2019.<\/span><\/strong><\/li>\n
  6. \u5d14\u6d4e\u4e1c, <\/span><\/strong>\u6c88\u96ea\u9f99.<\/span>\u300aPERFORM-3D \u539f\u7406\u4e0e\u5b9e\u4f8b\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e,2017.
    \n<\/span><\/strong><\/li>\n<\/ol>\n

    [\u4e3b\u8981\u83b7\u5956]<\/span><\/strong><\/p>\n

      \n
    1. 2025\u5e74\u5e7f\u4e1c\u7701\u5efa\u8bbe\u5de5\u7a0b\u7eff\u8272\u4e0e\u88c5\u914d\u5f0f\u53d1\u5c55\u534f\u4f1a \u79d1\u6280\u8fdb\u6b65\u5956 \u4e00\u7b49\u5956\uff0c\u9898\u76ee\u300a\u6a21\u5757\u5316\u533b\u7597\u5efa\u7b51\u6570\u667a\u5316\u5efa\u9020\u5173\u952e\u6280\u672f\u7814\u7a76\u4e0e\u5e94\u7528\u300b<\/span><\/strong><\/li>\n
    2. 2025\u5e74\u5e7f\u4e1c\u7701\u5de5\u7a0b\u52d8\u5bdf\u8bbe\u8ba1\u884c\u4e1a\u534f\u4f1a \u79d1\u5b66\u6280\u672f\u5956 \u7279\u7b49\u5956\uff0c\u9898\u76ee\u300a\u534e\u5357\u5f3a\u98ce\u533a\u8d85\u9ad8\u5c42\u5efa\u7b51\u6297\u98ce\u8bbe\u8ba1\u5173\u952e\u6280\u672f\u4e0e\u5e94\u7528\u6807\u51c6\u5b9e\u8df5\u300b<\/span><\/strong><\/li>\n
    3. 2025\u5e74\u5e7f\u4e1c\u7701\u5de5\u7a0b\u52d8\u5bdf\u8bbe\u8ba1\u884c\u4e1a\u534f\u4f1a \u79d1\u5b66\u6280\u672f\u5956 \u4e8c\u7b49\u5956\uff0c \u9898\u76ee\u300a\u5efa\u7b51\u7ed3\u6784\u8bbe\u8ba1\u4e0e\u65bd\u5de5\u6570\u667a\u5316\u5173\u952e\u6280\u672f\u521b\u65b0\u5b9e\u8df5\u7814\u7a76\u300b<\/span><\/strong><\/li>\n
    4. 2024\u5e74\u5e7f\u4e1c\u7701\u5de5\u7a0b\u52d8\u5bdf\u8bbe\u8ba1\u884c\u4e1a\u534f\u4f1a \u79d1\u5b66\u6280\u672f\u5956 \u7279\u7b49\u5956\uff0c \u9898\u76ee\u300a\u9ad8\u5c42\u5efa\u7b51\u5f31\u8fde\u63a5\u4f53\u7cfb\u7814\u7a76\u4e0e\u5e94\u7528\u300b<\/span><\/strong><\/li>\n
    5. 2023\u5e74\u5e7f\u4e1c\u7701\u5de5\u7a0b\u52d8\u5bdf\u8bbe\u8ba1\u884c\u4e1a\u534f\u4f1a \u79d1\u5b66\u6280\u672f\u5956 \u4e8c\u7b49\u5956\uff0c \u9898\u76ee\u300a\u7ec6\u8170\u578b\u5e73\u9762\u7ed3\u6784\u8bbe\u8ba1\u65b9\u6cd5\u4e0e\u5173\u952e\u6280\u672f\u7814\u7a76\u300b<\/span><\/strong><\/li>\n
    6. 2023\u5e74\u5e7f\u4e1c\u7701\u4f18\u79c0\u5de5\u7a0b\u52d8\u5bdf\u8bbe\u8ba1\u5956 \u79d1\u6280\u521b\u65b0\u4e13\u9879 \u4e8c\u7b49\u5956\uff0c \u9898\u76ee\u300a\u7ec6\u8170\u578b\u5e73\u9762\u7ed3\u6784\u8bbe\u8ba1\u65b9\u6cd5\u4e0e\u5173\u952e\u6280\u672f\u7814\u7a76\u300b<\/span><\/strong><\/li>\n
    7. 2021\u5e74\u5e7f\u4e1c\u7701\u5de5\u7a0b\u52d8\u5bdf\u8bbe\u8ba1\u884c\u4e1a\u534f\u4f1a\u79d1\u5b66\u6280\u672f\u5956 \u4e00\u7b49\u5956\uff0c \u9898\u76ee\u300a\u57fa\u4e8e\u6027\u80fd\u7684\u9ad8\u5c42\u5efa\u7b51\u6df7\u51dd\u571f\u7ed3\u6784\u6297\u9707\u5173\u952e\u6280\u672f\u4e0e\u5e94\u7528\u300b<\/span><\/strong><\/li>\n<\/ol>\n

      [\u53c2\u7f16\u89c4\u8303]<\/span><\/strong><\/p>\n

        \n
      1. \u300a\u5efa\u7b51\u51cf\u9694\u9707\u4e0e\u632f\u52a8\u63a7\u5236\u6280\u672f\u6807\u51c6\u300bT\/GDEEDA002\u20142025<\/strong><\/span><\/li>\n
      2. \u300a\u5efa\u7b51\u8d85\u4f4e\u80fd\u8017\u9694\u58f0\u5438\u97f3\u4e0e\u4fdd\u6e29\u9694\u70ed\u6a21\u5757\u53e0\u5408\u526a\u529b\u5899\u5e94\u7528\u6280\u672f\u6807\u300bT\/GDEEDA005\u20142025<\/strong><\/span><\/li>\n
      3. \u300a\u4f4e\u635f\u4f24\u94a2\u7ed3\u6784\u6280\u672f\u89c4\u7a0b\u300bCECS\u6807\u51c6\uff08\u5728\u7f16\uff09
        \n<\/strong><\/span><\/li>\n
      4. \u300a\u7384\u6b66\u5ca9\u7ea4\u7ef4\u9ad8\u97e7\u6027\u6df7\u51dd\u571f\u7802\u6d46\u52a0\u56fa\u6280\u672f\u6807\u51c6\u300bT\/GDEEDA00X\u20142026<\/strong><\/span><\/li>\n<\/ol>\n

        [\u793e\u4f1a\u517c\u804c]<\/span><\/strong><\/p>\n

        \u534e\u5357\u7406\u5de5\u5927\u5b66\u571f\u6728\u4e0e\u4ea4\u901a\u5b66\u9662\u7855\u58eb\u7814\u7a76\u751f\u6821\u5916\u5bfc\u5e08\uff1b<\/span><\/strong><\/p>\n

        \u5e7f\u4e1c\u7701\u571f\u6728\u5efa\u7b51\u5b66\u4f1a\u7b2c\u516d\u5c4a\u5de5\u7a0b\u6570\u5b57\u5316\u4e13\u4e1a\u59d4\u5458\u4f1a\u59d4\u5458\uff1b<\/span><\/strong><\/p>\n

        \u300a\u5efa\u7b51\u7ed3\u6784\u5b66\u62a5\u300b\u8bc4\u5ba1\u4e13\u5bb6\uff1b<\/span><\/strong><\/p>\n

        \u300aHKIE Transactions\u300b\u9999\u6e2f\u5de5\u7a0b\u5e08\u5b66\u4f1a\u6742\u5fd7\u5ba1\u7a3f\u4e13\u5bb6\uff1b<\/span><\/strong><\/p>\n

        \u201cSAUSG\u667a\u5e93\u201d\u7279\u7ea6\u987e\u95ee\u4e13\u5bb6\u3002<\/span><\/strong><\/p>\n

         <\/p>\n

        [\u7814\u7a76\u5174\u8da3]<\/span><\/strong><\/p>\n

        \u7ed3\u6784\u52a8\u529b\u5b66\u4e0e\u6297\u9707 | \u590d\u6742\u7ed3\u6784\u8ba1\u7b97\u5206\u6790| \u5730\u94c1\u51cf\u632f\u63a7\u5236 | \u4eba\u884c\u53ca\u98ce\u81f4\u632f\u52a8\u63a7\u5236 | \u6d77\u4e0a\u98ce\u7535\u8f6f\u4ef6\u7814\u53d1 | \u7a0b\u5e8f\u5f00\u53d1\u4e0e\u8f6f\u4ef6\u5b9a\u5236 | \u6709\u9650\u5143\u4eff\u771f | \u6709\u9650\u5143\u6c42\u89e3\u5668\u5f00\u53d1 | \u56fa\u4f53\u529b\u5b66<\/span><\/strong><\/p>\n

        \u90ae\u4ef6\uff1ajidong_cui@163.com<\/span><\/strong><\/p>\n

        GitHub:\u00a0https:\/\/github.com\/JdCui<\/a><\/span><\/strong><\/p>\n

        \u5fae\u4fe1\u8ba2\u9605\u53f7\uff1a\u7ed3\u6784\u4e4b\u65c5<\/span><\/strong><\/p>\n

        WeChat Subscription:<\/span> Struct_journey<\/span><\/span><\/strong><\/p>\n

        \"WeChat_QRcode\"<\/strong><\/p>\n

         <\/p>\n

        [PhD Paper<\/span>][\u535a\u58eb\u8bba\u6587]<\/h3>\n
        \n

        \"\"<\/a><\/p>\n

        \u5d14\u6d4e\u4e1c. RC\u6881\u3001\u67f1\u53ca\u526a\u529b\u5899\u53d8\u5f62\u6027\u80fd\u6307\u6807\u9650\u503c\u7814\u7a76\u4e0e\u8bd5\u9a8c\u9a8c\u8bc1 <\/span><\/a><\/strong>[D]. \u534e\u5357\u7406\u5de5\u5927\u5b66<\/span>, 2017.<\/p>\n

        (<\/span> Jidong Cui. Research and Experimental Verification of Deformation Index Limits of RC Beams, Columns and Shear Walls <\/strong>[D]. South China University of Technology, 2017.\u00a0) (<\/span> in Chinese\u00a0)<\/span><\/span><\/p>\n

        (\u00a0Download Link<\/span>:<\/strong> http:\/\/www.jdcui.com\/?page_id=7413<\/a><\/span>\u00a0<\/strong>)<\/p>\n

         <\/p>\n

        [Book<\/span>][\u8457\u4f5c]<\/h3>\n
        \n

        \"\"<\/a><\/p>\n

        [06] \u5d14\u6d4e\u4e1c, \u90d1\u4f9d\u529b, \u5b59\u5178\u9f99. Grasshopper\u5efa\u7b51\u7ed3\u6784\u53c2\u6570\u5316\u5efa\u6a21\u5e94\u7528\u5b9e\u4f8b<\/a>.<\/span>\u00a0\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e<\/span>, 2026. ( Jidong Cui,YiLi Zheng, Dianlong Sun. Practical Examples of Parametric Modeling for Building Structures Using Grasshopper. China Architecture & Building Press, 2026.<\/span><\/span> )\u00a0(<\/span> in Chinese<\/span>\u00a0)<\/span><\/strong><\/p>\n

        (\u00a0Link<\/span>: http:\/\/www.jdcui.com\/?page_id=24486<\/a><\/span>\u00a0)<\/strong><\/p>\n

         <\/p>\n

        \"\"<\/a><\/p>\n

        [05] \u5d14\u6d4e\u4e1c, \u6613\u4f1f\u6587, \u5e38\u78ca, \u8d75\u9896. \u7ed3\u6784\u5730\u9707\u52a8\u529b\u54cd\u5e94Python\u7f16\u7a0b<\/a>.<\/span>\u00a0\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e<\/span>, 2025. ( Jidong Cui, WeiWen Yi, Lei Chang, Ying Zhao. Seismic Dynamic Response of Structures Python Programming. China Architecture & Building Press, 2025.<\/span><\/span> )\u00a0(<\/span> in Chinese<\/span>\u00a0)<\/span><\/strong><\/p>\n

        (\u00a0Link<\/span>: http:\/\/www.jdcui.com\/?page_id=24473<\/a><\/span>\u00a0)<\/strong><\/p>\n

         <\/p>\n

        \"\"<\/a><\/p>\n

        [04] \u5d14\u6d4e\u4e1c, \u6c88\u96ea\u9f99, \u5434\u91d1\u8bda, \u8d75\u9896. \u6709\u9650\u5355\u5143\u6cd5 Python\u7f16\u7a0b<\/a>.<\/span>\u00a0\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e<\/span>, 2024. ( Jidong Cui, XueLong Shen, JInChen Wu, Ying Zhao. Finite Element Method Python Programming. China Architecture & Building Press, 2024.<\/span><\/span> )\u00a0(<\/span> in Chinese<\/span>\u00a0)<\/span><\/strong><\/p>\n

        (\u00a0Link<\/span>: http:\/\/www.jdcui.com\/?page_id=24404<\/a><\/span>\u00a0)<\/strong><\/p>\n

         <\/p>\n

        \"\"<\/p>\n

        [03] \u5d14\u6d4e\u4e1c, \u6c88\u96ea\u9f99, \u6768\u660e\u707f. \u7ed3\u6784\u5730\u9707\u53cd\u5e94\u5206\u6790: \u7f16\u7a0b\u4e0e\u8f6f\u4ef6\u5e94\u7528<\/a>.<\/span>\u00a0\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e<\/span>, 2022. ( Jidong Cui, XueLong Shen, MingChan Yang. Structural Seismic Response Analysis Programming and Application. China Architecture & Building Press, 2022.<\/span><\/span> )\u00a0(<\/span> in Chinese<\/span>\u00a0)<\/span><\/strong><\/p>\n

        (\u00a0Link<\/span>: http:\/\/www.jdcui.com\/?page_id=16529<\/a><\/span>\u00a0)<\/strong><\/p>\n

         <\/p>\n

        \"\"<\/a><\/p>\n

        [02] \u5d14\u6d4e\u4e1c, \u6c88\u96ea\u9f99. \u6709\u9650\u5355\u5143\u6cd5: \u7f16\u7a0b\u4e0e\u8f6f\u4ef6\u5e94\u7528<\/a>.<\/span>\u00a0\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e<\/span>, 2019. ( Jidong Cui, XueLong Shen. Finite Element Method: Programming and Application. China Architecture & Building Press, 2019.<\/span><\/span> )\u00a0(<\/span> in Chinese<\/span>\u00a0)<\/span><\/strong><\/p>\n

        (\u00a0Link<\/span>: http:\/\/www.jdcui.com\/?page_id=9731<\/a><\/span>\u00a0)<\/strong><\/p>\n

         <\/p>\n

        \"\"<\/a><\/p>\n

        [01] \u5d14\u6d4e\u4e1c, \u6c88\u96ea\u9f99. PERFORM-3D \u539f\u7406\u4e0e\u5b9e\u4f8b<\/a>.<\/span>\u00a0\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e<\/span>, 2017. ( Jidong Cui, XueLong Shen. PERFORM-3D Theory and Tutorials.\u00a0China Architecture & Building Press,\u00a02017. <\/span>)\u00a0(<\/span> in Chinese<\/span>\u00a0)<\/span><\/strong><\/p>\n

        (\u00a0Link<\/span>: http:\/\/www.jdcui.com\/?page_id=3757<\/a><\/span>\u00a0)<\/strong><\/p>\n

         <\/p>\n

        [Journal<\/span>][\u671f\u520a\u8bba\u6587]<\/h3>\n
        \n[01]\u00a0\u97e9\u5c0f\u96f7, \u5d14\u6d4e\u4e1c<\/strong>, \u6c88\u96ea\u9f99,\u7b49. \u57fa\u4e8e\u6784\u4ef6\u53d8\u5f62\u7684\u94a2\u7b4b\u6df7\u51dd\u571f\u526a\u529b\u5899\u7ed3\u6784\u6297\u9707\u6027\u80fd\u7814\u7a76<\/strong><\/span>[J]. \u5efa\u7b51\u7ed3\u6784\u5b66\u62a5<\/span>, 2014, 35(2014S2):67-75. (\u00a0HAN Xiaolei\uff0cCUI Jidong<\/strong>\uff0cSHEN Xuelong\uff0cLIU Wanjun. Research on seismic performance of RC shear wall structures based on member deformation [J]. JOURNAL OF BUILDING STRUCTURES, 2014, 35(2014S2): 67-75. <\/span>) ( EI index<\/span> )\u00a0 (        Link<\/strong><\/span><\/em><\/a>)<\/p>\n[02] \u97e9\u5c0f\u96f7, \u5d14\u6d4e\u4e1c<\/strong>, \u5b63\u9759, \u5218\u5a49\u7b60,\u00a0\u6c88\u96ea\u9f99. \u5f3a\u9707\u4f5c\u7528\u4e0b\u57fa\u4e8e\u6784\u4ef6\u6027\u80fd\u7684\u94a2\u7b4b\u6df7\u51dd\u571f\u6846\u67b6\u7ed3\u6784\u6297\u5012\u584c\u80fd\u529b\u8bc4\u4f30<\/strong><\/span>[J]. \u00a0\u5efa\u7b51\u7ed3\u6784\u5b66\u62a5<\/span>. 2015, 36 (12) :27-34. ( HAN Xiaolei, CUI Jidong<\/strong>, JI Jing, LIU Wanjun, SHEN Xuelong. Component-performance-based collapse resistant capacity evaluation of reinforced concrete frame structures \u00a0under strong earthquake actions [J]. JOURNAL OF BUILDING STRUCTURES, 2015, 36(12): 27-34.<\/span>) ( EI index<\/span> )\u00a0(Link<\/strong><\/span><\/em><\/a>)<\/p>\n[03]\u00a0\u97e9\u5c0f\u96f7, \u5d14\u6d4e\u4e1c<\/strong>, \u9f9a\u6da3\u94a7, \u674e\u4f1f\u741b.\u00a0\u4e0d\u540c\u6297\u9707\u7b49\u7ea7RC\u6881\u6297\u9707\u6027\u80fd\u8bd5\u9a8c\u7814\u7a76<\/strong><\/span>[J]. \u00a0\u5efa\u7b51\u7ed3\u6784\u5b66\u62a5<\/span>. 2015, 36 (s2) :299-308. (HAN Xiaolei, CUI Jidong<\/strong>, GONG Huanjun, LI Weichen. Experimental study on seismic behavior of RC beams with different seismic grades [J]. JOURNAL OF BUILDING STRUCTURES, 2015, 36(s2): 299-308.<\/span>) ( EI index<\/span> )\u00a0(Link<\/strong><\/span><\/em><\/a>)<\/p>\n[04]\u00a0\u5b63\u9759, \u8096\u65b0\u745c, \u5d14\u6d4e\u4e1c<\/strong>, \u97e9\u5c0f\u96f7. \u57fa\u4e8e\u53d8\u5f62\u7684\u6846\u67b6-\u526a\u529b\u5899\u7ed3\u6784\u6297\u9707\u5b89\u5168\u6027\u8bc4\u4f30<\/strong><\/span>[J]. \u5efa\u7b51\u7ed3\u6784\u5b66\u62a5<\/span>, 2015, 36(s2):62-69. ( JI Jing, XIAO Xinyu, CUI Jidong<\/strong>, HAN Xiaolei. Seismic safety assessment of frame-shear wall structures based on deformation [J]. JOURNAL OF BUILDING STRUCTURES, 2015, 36(s2): 62-69. (in Chinese)<\/span> ) ( EI index<\/span> )\u00a0(Link<\/strong><\/span><\/em><\/a>)<\/p>\n[05]\u00a0\u97e9\u5c0f\u96f7, \u8c22\u707f\u4e1c, \u5d14\u6d4e\u4e1c<\/strong>, \u5b63\u9759. \u57fa\u4e8e\u6784\u4ef6\u53d8\u5f62\u7684\u6846\u652f\u526a\u529b\u5899\u7ed3\u6784\u6297\u9707\u6027\u80fd\u8bc4\u4f30<\/strong><\/span><\/a>[J]. \u534e\u4e2d\u79d1\u6280\u5927\u5b66\u5b66\u62a5(\u81ea\u7136\u79d1\u5b66\u7248)<\/span>, 2016, 44(7):105-109.\u00a0 ( HAN Xiaolei, Xie Chandong, CUI Jidong<\/strong>, Ji Jing. Seismic performance evaluation of frame-supported shear wall structures based on component deformation [J]. Journal of Huazhong University of Science & Technology (Natural Science Edition) 2016, 44(7):105-109.<\/span> )( EI index<\/span> ) (Link<\/strong><\/span><\/em><\/a>)<\/p>\n[06]\u00a0\u674e\u4f1f\u741b, \u97e9\u5c0f\u96f7, \u5d14\u6d4e\u4e1c<\/strong>. \u57fa\u4e8e\u8bd5\u9a8c\u7684ABAQUS\u6df7\u51dd\u571f\u5851\u6027\u635f\u4f24\u53c2\u6570\u53d6\u503c\u65b9\u6cd5<\/strong><\/span>[J]. \u7ed3\u6784\u5de5\u7a0b\u5e08<\/span>, 2016, 32(2):64-69. (LIWeichen, HAN Xiaolei, CUl Jidong<\/strong>. Determination of Damage Parameter of ABAQUS CDP Model Based on TestData [J]. Structural Engineers, 2016, 32(2):64-69 <\/span>) \u00a0(Link<\/strong><\/span><\/em><\/a>) <\/span><\/p>\n[07]\u00a0JD Cui<\/strong>, XL Han , W Yang , WC Li. Deformation Limits of L-Section RC Shear Walls<\/strong><\/span>[J]. Open Civil Engineering Journal<\/span>, 2016, 10 (1) : 334-348. ( EI index<\/span> )\u00a0(Link<\/strong><\/span><\/em><\/a>)<\/p>\n[08] \u5d14\u6d4e\u4e1c<\/strong>, \u97e9\u5c0f\u96f7, \u5b63\u9759, \u9f9a\u6da3\u94a7. RC\u6881\u7684\u53d8\u5f62\u6027\u80fd\u6307\u6807\u9650\u503c\u7814\u7a76\u4e0e\u8bd5\u9a8c\u9a8c\u8bc1<\/strong><\/span>[J]. \u54c8\u5c14\u6ee8\u5de5\u4e1a\u5927\u5b66\u5b66\u62a5<\/span>, 2018,06(50): 169-176. (CUI Jidong,<\/strong> <\/span>HAN Xiaolei, JI Jing, GONG Huanjun. Experimental study on deformation limits of RC beams [J]. JOURNAL OF HARBIN INSTITUTE OF Technology, 2018, 06(50): 169-176<\/span>) \u00a0( EI index<\/span> ) (Link<\/strong><\/span><\/em><\/a>)<\/span><\/p>\n[09]\u00a0\u5d14\u6d4e\u4e1c<\/strong>, \u97e9\u5c0f\u96f7, \u9f9a\u6da3\u94a7, \u5b63\u9759. \u94a2\u7b4b\u6df7\u51dd\u571f\u67f1\u53d8\u5f62\u6027\u80fd\u6307\u6807\u9650\u503c\u7814\u7a76\u53ca\u5176\u8bd5\u9a8c\u9a8c\u8bc1<\/span><\/strong>[J].\u00a0\u540c\u6d4e\u5927\u5b66\u5b66\u62a5\uff08\u81ea\u7136\u79d1\u5b66\u7248\uff09<\/span>, 2018,46(5):593-603.<\/span>\u00a0(CUI Jidong<\/strong>, HAN Xiaolei, GONG Huanjun, JI Jing. Deformation Limits of Reinforced Concrete Columns and Their Experimental Verification[J]. Journal of Tongji University (Natural Science), 2018, 46(5): 593-603. DOI: 10.11908\/j.issn.0253-374x.2018.05.005)<\/span>\u00a0( EI index<\/span> ) (Link<\/strong><\/span><\/em><\/a>)<\/span><\/p>\n[10]\u00a0\u9648\u5f6c\u5f6c, \u5b63\u9759, \u8c22\u821c\u5149, \u97e9\u5c0f\u96f7, \u9646\u6000\u5764, \u5d14\u6d4e\u4e1c<\/strong>. T\u5f62RC\u526a\u529b\u5899\u6297\u9707\u53d8\u5f62\u6307\u6807\u9650\u503c\u8bd5\u9a8c[J].\u00a0\u00a0<\/span><\/strong>\u54c8\u5c14\u6ee8\u5de5\u4e1a\u5927\u5b66\u5b66\u62a5<\/span><\/span>,\u00a0\u00a0<\/span>2018,50(06):64-70. ( CHEN Binbin, JI Jing, XIE Shunguang, HAN Xiaolei, LU Huaikun, CUI Jidong<\/strong>. Experimental study on seismic deformation index limits of T-shaped RC shear walls [J]. Journal of Harbin Institute of Technology,2018,50(06):64-70<\/span>. ) <\/span>( EI index<\/span> ) (Link<\/strong><\/span><\/em><\/a>)<\/span><\/p>\n[11]\u00a0\u97e9\u5c0f\u96f7, \u9648\u5f6c\u5f6c, \u5d14\u6d4e\u4e1c<\/strong>, \u6f58\u6d32\u6c60, \u5b63\u9759, \u5b59\u5178\u9f99 .\u94a2\u7b4b\u6df7\u51dd\u571f\u526a\u529b\u5899\u53d8\u5f62\u6027\u80fd\u6307\u6807\u8bd5\u9a8c\u7814\u7a76[J].\u00a0<\/span><\/strong> \u5efa\u7b51\u7ed3\u6784\u5b66\u62a5<\/span>, 2018,06. (HAN Xiaolei, CHEN Binbin, CUI Jidong<\/strong>, PAN Zhouchi, JI Jing, SUN Dianlong. Experimental study on deformation performance indexes of RC shear walls [J]. Journal of Building Structures, 2018, 39(6): 1-9.)<\/span> ( EI index<\/span> ) (Link<\/strong><\/span><\/em><\/a>)<\/span><\/p>\n[12]\u00a0\u97e9\u5c0f\u96f7, \u9ec4\u72c4\u6609, \u6b27\u79cb\u671b,\u00a0\u5d14\u6d4e\u4e1c<\/strong>.\u00a0\u697c\u677f\u5bf9RC\u6846\u67b6\u7ed3\u6784\u6881\u8f74\u529b\u548c\u67f1\u526a\u529b\u7684\u5f71\u54cd<\/a> [J].\u00a0<\/span><\/strong> \u534e\u4e2d\u79d1\u6280\u5927\u5b66\u5b66\u62a5(\u81ea\u7136\u79d1\u5b66\u7248)<\/span>, 2018, 46(10): 7 -13.\u00a0 (Han Xiaolei , Huang Difanga, Ou Qiuwang, Cui Jidong<\/strong>, Influence of slab on beam axial force and column shear force in RC frame structures [J]\uff0eHuazhong Univ of Sci. & Tech. (Natural Science Edition) ,2018,46(10):7-13.) <\/span><\/span>( EI index<\/span> ) (Link<\/strong><\/span><\/em><\/a>)<\/p>\n[13] \u5e38\u78ca,\u5d14\u6d4e\u4e1c<\/strong>,\u5ed6\u8018,\u5468\u5b9a,\u674e\u76db\u52c7. \u6846\u67b6\u503e\u8986\u529b\u77e9\u7edf\u4e00\u89e3\u6cd5\u5728\u5178\u578b\u7ed3\u6784\u4e0a\u7684\u5e94\u7528<\/a><\/span> [J]<\/strong>. \u5efa\u7b51\u7ed3\u6784<\/span>,2020,50(04):34-43+33. (CHANG Lei, CUI Jidong<\/strong>, LIAO Yun, ZHOU Ding, LI Shengyong. Application of unified solution method of moment-resisting-frame’s overturning moment [J]. Building Structure,2020,50(04):34-43+33.)<\/span><\/span> \u00a0(Link<\/strong><\/span><\/em><\/a>)<\/p>\n[14] Difang Huang, Xiaolei Han, Shengfang Qiao, Jing Ji and Jidong Cui<\/strong>. Component deformation-based collapse evaluation of RC frame under different collapse criteria<\/a><\/span> [J]<\/strong>. Earthquakes and Structures<\/span>, 2021,21(2):113-124<\/i>. (Link<\/strong><\/span><\/em><\/a>)<\/p>\n[15] \u5d14\u6d4e\u4e1c\uff0c<\/strong>\u621a\u6c38\u4e50. \u57fa\u4e8e\u76ee\u6807\u8c31\u5339\u914d\u6cd5\u7684\u5730\u9707\u6ce2\u9009\u6ce2\u7cfb\u7edf\u7814\u5236<\/a><\/span> [J]<\/strong>. \u5efa\u7b51\u7ed3\u6784<\/span>,2022,52(S1):885-890 (CUI Jidong<\/strong>, QI Yongle.Development of seismic wave selection system based on target spectrum matching method [J]. Building Structure,2022,52(S1):885-890)<\/span><\/span> (Link<\/strong><\/span><\/em><\/a>)<\/p>\n[16] \u5e38\u78ca\uff0c\u5d14\u6d4e\u4e1c<\/strong>\uff0c\u5ed6\u8018\uff0c\u5468\u5b9a\uff0c\u674e\u76db\u52c7. \u6846\u67b6\u627f\u62c5\u503e\u8986\u529b\u77e9\u7684\u5408\u7406\u8ba1\u7b97\u65b9\u6cd5<\/a><\/span> [J]<\/strong>. \u5efa\u7b51\u7ed3\u6784<\/span>,2024,54(4): 124-135. (CHANG Lei, CUI Jidong<\/strong>, LIAO Yun, ZHOU Ding, LI Shengyong. Reasonable calculation method of bearing overturning moments of frames [J]. Building Structure,2024,54(4): 124-135 )<\/span><\/span> (Link<\/strong><\/span><\/em><\/a>)<\/p>\n[17] \u5d14\u6d4e\u4e1c<\/strong>\uff0c\u9648\u5bc5\uff0c\u5ed6\u8018. \u6df1\u5733\u67d0400m\u53cc\u5854\u8fde\u4f53\u7ed3\u6784TLD\u98ce\u632f\u63a7\u5236\u53ef\u884c\u6027\u7814\u7a76<\/a><\/span> [J]<\/strong>. \u5efa\u7b51\u7ed3\u6784<\/span>,2025,55(17): 111-119 (CUl jidong<\/strong>,CHEN Yin,LlA0 Yun. Feasibility investigation of wind-induced vibration control using TLD for a 400-meter twin-tower connected structure in Shenzhen. Building Structure,2025,55(17):111-119.)<\/span><\/span> (Link<\/strong><\/span><\/em><\/a>)<\/p>\n[18] \u5d14\u6d4e\u4e1c<\/strong>, \u5f20\u4fca\u6beb, \u674e\u96ea\u857e, \u9648\u5bc5, \u5ed6\u8018. \u53c2\u6570\u5316\u8bbe\u8ba1\u5728\u67d0\u590d\u6742\u5916\u5f62\u8d85\u9ad8\u5c42\u8fde\u4f53\u5efa\u7b51\u5916\u6846\u7ed3\u6784\u4e2d\u7684\u5e94\u7528<\/strong><\/span><\/a>[J]. \u5efa\u7b51\u7ed3\u6784,2026,56(4): 15-21. (CUI Jidong<\/strong>, ZHANG Junhao, LI Xuelei, CHEN Yin, LIAO Yun. Application of parameterized design in exterior frame structure of a complex shaped super high-rise connected building. Building Structure,2026,56(4):15-21)<\/span> (Link<\/strong><\/span><\/em><\/a>)<\/p>\n[19] \u90d1\u4f9d\u529b, \u5d14\u6d4e\u4e1c<\/strong>, \u9648\u6653\u822a, \u6797\u7ecd\u660e, \u6f58\u4f36\u6167. \u67d0S\u5f62\u5927\u8de8\u94a2\u7ed3\u6784\u697c\u68af\u4eba\u81f4\u632f\u52a8\u8212\u9002\u5ea6\u7814\u7a76\u4e0eTMD\u51cf\u632f\u8bbe\u8ba1<\/strong><\/span>[J]. \u5efa\u7b51\u7ed3\u6784 ( \u5df2\u5f55\u7528)<\/p>\n[20] Xi-Jun Chen, Xiao-Lei Han, Gui-Rui Lin, Jing Ji, Ji-Dong Cui<\/strong>. Axial restraint effects on the cyclic performance and elongation behavior of T-shaped RC beams: Experimental and numerical investigations<\/strong> <\/span><\/a>[J].
        \nJournal of Building Engineering, ,2026,129<\/span>. (        Link<\/strong><\/span><\/em><\/a>)<\/p>\n

         <\/p>\n

        [Other<\/span>][\u5176\u4ed6]<\/h3>\n
        \n[01] \u6b27\u79cb\u671b, \u5d14\u6d4e\u4e1c<\/strong>. \u4f4e\u5468\u53cd\u590d\u52a0\u8f7d\u4e0b\u94a2\u7b4b\u6df7\u51dd\u571f\u6881\u7684\u4f38\u957f\u73b0\u8c61[C]<\/strong><\/span>. \u7b2c\u5341\u516d\u5c4a\u5168\u56fd\u73b0\u4ee3\u7ed3\u6784\u5de5\u7a0b\u5b66\u672f\u7814\u8ba8\u4f1a\u8bba\u6587\u96c6<\/span>. 2016.<\/p>\n[02] \u97e9\u5c0f\u96f7, \u5c24\u6d9b\uff0c\u5d14\u6d4e\u4e1c<\/strong>\uff0c\u5b63\u9759. \u9002\u7528\u4e8e\u9ad8\u5c42\u5efa\u7b51\u65f6\u7a0b\u5206\u6790\u7684\u5730\u9707\u6ce2\u5e93\u5efa\u7acb[C]<\/strong><\/span>. \u7b2c26\u5c4a\u5168\u56fd\u7ed3\u6784\u5de5\u7a0b\u5b66\u672f\u4f1a\u8bae\u8bba\u6587\u96c6\uff08\u7b2c III \u518c\uff09<\/span>. 2016.<\/p>\n[03] \u5d14\u6d4e\u4e1c<\/strong>\uff0c\u7f57\u715c\uff0c\u97e9\u5c0f\u96f7. \u94a2\u7b4b\u6df7\u51dd\u571f\u6846\u67b6-\u6838\u5fc3\u7b52\u7ed3\u6784\u53d7\u529b\u6027\u80fd\u7814\u7a76[C]<\/strong><\/span>. \u7b2c\u4e8c\u5341\u4e09\u5c4a\u5168\u56fd\u9ad8\u5c42\u5efa\u7b51\u7ed3\u6784\u5b66\u672f\u4f1a\u8bae\u8bba\u6587\u96c6<\/span>. 2014.<\/p>\n[04] \u9ec4\u5143\u6839\uff0c\u9648\u6653\u822a\uff0c\u5468\u5b9a\uff0c\u848b\u73c2\uff0c\u5d14\u6d4e\u4e1c<\/strong>.         \u56de\u5b57\u5f62\u5e73\u9762\u8d85\u9650\u9ad8\u5c42\u7ed3\u6784\u6297\u98ce\u8bbe\u8ba1\u7814\u7a76<\/strong><\/span><\/a> [C]<\/span><\/strong>. 2024\u5e74\u5de5\u7a0b\u7ed3\u6784\u6297\u9707\u6280\u672f\u4ea4\u6d41\u4f1a\u8bba\u6587\u96c6(\u7b2c\u4e8c\u518c).<\/span>\u00a02014.<\/p>\n","protected":false},"excerpt":{"rendered":"

        \u5b9e\u5e72\u3001\u5b9e\u8df5\u3001\u79ef\u7d2f\u3001\u601d\u8003\u3001\u521b\u65b0\uff01 \u5d14\u6d4e\u4e1c \u535a\u58eb ( Dr. CUI Ji DONG) \u5e7f\u4e1c\u7701\u8302\u540d\u4eba\uff08\u73b0\u5c45\u5e7f\u5dde\uff09 \u9ad8\u7ea7\u5de5\u7a0b\u5e08\uff0c\u5de5\u5b66\u535a\u58eb\uff0c\u6bd5\u4e1a\u4e8e\u534e\u5357\u7406\u5de5\u5927\u5b66\uff0c\u571f\u6728\u5de5\u7a0b\u7cfb\u7ed3\u6784\u5de5\u7a0b\u4e13\u4e1a\uff0c\u73b0\u5c31\u804c\u4e8e\u4e2d\u56fd\u80fd\u6e90\u5efa\u8bbe\u96c6\u56e2\u5e7f\u4e1c\u7701\u7535\u529b\u8bbe\u8ba1\u7814\u7a76\u9662\u6709\u9650\u516c\u53f8\uff0c\u4e3b\u8981\u4ece\u4e8b\u590d\u6742\u7ed3\u6784\u8bbe\u8ba1\u3001\u6d88\u80fd\u51cf\u9707\u7ed3\u6784\u8bbe\u8ba1\u3001\u5730\u94c1\u8f68\u9053\u632f\u52a8\u63a7\u5236\u3001\u7ed3\u6784\u8f6f\u4ef6\u7814\u53d1\u3001\u6d77\u4e0a\u98ce\u7535\u8f6f\u4ef6\u5f00\u53d1\u7b49\u5de5\u4f5c\uff0c\u81f4\u529b\u4e8e\u5efa\u7b51\u7ed3\u6784\u8bbe\u8ba1\u53ca\u7ed3\u6784\u6709\u9650\u5143\u6280\u672f\u3001\u8ba1\u7b97\u673a\u7f16\u7a0b\u6280\u672f\u3001BIM\u53ca\u53c2\u6570\u5316\u6280\u672f\u5728\u5b9e\u9645\u5de5\u7a0b\u4e2d\u7684\u5e94\u7528\u3002(\u4e2a\u4eba\u7a0b\u5e8f\u4f5c\u54c1\u96c6\uff1a http:\/\/www.jdcui.com\/?page_id=60 ) [\u8bba\u6587\/\u8457\u4f5c] \u53d1\u8868\u7814\u7a76\u8bba\u6587 20 \u4f59\u7bc7\uff0c\u51fa\u7248\u4e13\u84576\u90e8\uff1a \u5d14\u6d4e\u4e1c, \u90d1\u4f9d\u529b,\u5b59\u5178\u9f99.\u300aGrasshopper\u5efa\u7b51\u7ed3\u6784\u53c2\u6570\u5316\u5efa\u6a21\u5e94\u7528\u5b9e\u4f8b\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e,2026. \u5d14\u6d4e\u4e1c, \u6613\u4f1f\u6587,\u5e38\u78ca, \u8d75\u9896.\u300a\u7ed3\u6784\u5730\u9707\u52a8\u529b\u54cd\u5e94Python\u7f16\u7a0b\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e,2025. \u5d14\u6d4e\u4e1c, \u6c88\u96ea\u9f99,\u5434\u91d1\u8bda, \u8d75\u9896.\u300a\u6709\u9650\u5355\u5143\u6cd5Python\u7f16\u7a0b\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e,2024. \u5d14\u6d4e\u4e1c, \u6c88\u96ea\u9f99, \u6768\u660e\u707f.\u300a\u7ed3\u6784\u5730\u9707\u53cd\u5e94\u5206\u6790\u7f16\u7a0b\u4e0e\u8f6f\u4ef6\u5e94\u7528\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e, 2022. \u5d14\u6d4e\u4e1c, \u6c88\u96ea\u9f99.\u300a\u6709\u9650\u5355\u5143\u6cd5-\u7f16\u7a0b\u4e0e\u8f6f\u4ef6\u5e94\u7528\u300b.\u4e2d\u56fd\u5efa\u7b51\u5de5\u4e1a\u51fa\u7248\u793e,2019. …<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"open","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-7","page","type-page","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t\n\t\n\t\n\t\n\t\n\t\n\t\t