{"id":2777,"date":"2016-05-03T11:12:00","date_gmt":"2016-05-03T03:12:00","guid":{"rendered":"http:\/\/www.jdcui.com\/?page_id=2777"},"modified":"2026-03-08T20:51:31","modified_gmt":"2026-03-08T12:51:31","slug":"paper%e8%ae%ba%e6%96%87","status":"publish","type":"page","link":"http:\/\/www.jdcui.com\/?page_id=2777","title":{"rendered":"Publications [\u8bba\u6587\u8457\u4f5c]"},"content":{"rendered":"

[PhD Thesis<\/span>][\u535a\u58eb\u8bba\u6587]<\/h3>\n
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\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<\/a>\u00a0<\/span><\/strong>[D<\/strong>]. \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

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[Book<\/span>][\u4e66]<\/h3>\n
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[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

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[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

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[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

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[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

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[02]\u00a0\u5d14\u6d4e\u4e1c, \u6c88\u96ea\u9f99. \u6709\u9650\u5355\u5143\u6cd5\u2014\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 \u2014 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

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[01]\u00a0\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

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[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>[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

 <\/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<\/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<\/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<\/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":"

[PhD Thesis][\u535a\u58eb\u8bba\u6587] \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\u00a0[D]. \u534e\u5357\u7406\u5de5\u5927\u5b66, 2017. ( Jidong Cui. Research and Experimental Verification of Deformation Index Limits of RC Beams, Columns and Shear Walls[D]. South China University of Technology, 2017.\u00a0) …<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"open","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-2777","page","type-page","status-publish","hentry"],"aioseo_notices":[],"_links":{"self":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/pages\/2777","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=2777"}],"version-history":[{"count":0,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/pages\/2777\/revisions"}],"wp:attachment":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=2777"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}