{"id":3452,"date":"2016-07-24T17:27:38","date_gmt":"2016-07-24T09:27:38","guid":{"rendered":"http:\/\/www.jdcui.com\/?p=3452"},"modified":"2024-07-26T12:29:17","modified_gmt":"2024-07-26T04:29:17","slug":"%e8%ae%ba%e6%96%87-%e5%9f%ba%e4%ba%8e%e6%9e%84%e4%bb%b6%e5%8f%98%e5%bd%a2%e7%9a%84%e6%a1%86%e6%94%af%e5%89%aa%e5%8a%9b%e5%a2%99%e7%bb%93%e6%9e%84%e6%8a%97%e9%9c%87%e6%80%a7%e8%83%bd%e8%af%84","status":"publish","type":"post","link":"http:\/\/www.jdcui.com\/?p=3452","title":{"rendered":"[\u8bba\u6587][Paper] \u57fa\u4e8e\u6784\u4ef6\u53d8\u5f62\u7684\u6846\u652f\u526a\u529b\u5899\u7ed3\u6784\u6297\u9707\u6027\u80fd\u8bc4\u4f30"},"content":{"rendered":"

\u8bba\u6587\u6574\u7406\u3002<\/p>\n\n\n\n\n\n\n\n\n
\u3010\u9898\u76ee\u3011<\/td>\n\n

\u57fa\u4e8e\u6784\u4ef6\u53d8\u5f62\u7684\u6846\u652f\u526a\u529b\u5899\u7ed3\u6784\u6297\u9707\u6027\u80fd\u8bc4\u4f30<\/span><\/h1>\n

Seismic performance evaluation of frame-supported shear wall structures based on component deformation<\/td>\n<\/tr>\n

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HAN Xiaolei; Xie Chandong\uff1bCUI Jidong\uff1bJi Jing<\/td>\n<\/tr>\n

\u3010\u5355\u4f4d\u3011<\/td>\n\u534e\u5357\u7406\u5de5\u5927\u5b66 \u571f\u6728\u4e0e\u4ea4\u901a\u5b66\u9662;
\nSchool of Civil Engineering and Transportation,South China University of Technology; 2.State Key Laboratory of Subtropical Building Science,South China University of Technology;<\/td>\n<\/tr>\n
\u3010\u6458\u8981\u3011<\/td>\n\u63d0\u51fa\u4e00\u5957\u6846\u652f\u526a\u529b\u5899\u7ed3\u6784\u6297\u9707\u7684\u5b89\u5168\u6027\u8bc4\u4f30\u539f\u5219\uff0c\u7528\u4e8e\u8bc4\u4f30\u6309\u7167\u4e2d\u56fd\u73b0\u884c\u89c4\u8303\u8bbe\u8ba1\u7684\u4e00\u7cfb\u5217\u6846\u652f\u526a\u529b\u5899\u7ed3\u6784\u6a21\u578b\uff0e\u901a\u8fc7\u7f55\u9047\u5730\u9707\u4f5c\u7528\u4e0b\u5f39\u5851\u6027\u65f6\u7a0b\u5206\u6790\uff0c\u83b7\u53d6\u7ed3\u6784\u53ca\u6784\u4ef6\u7684\u53d8\u5f62\u548c\u5185\u529b\uff0c\u91c7\u7528\u57fa\u4e8e\u53d8\u5f62\u6307\u6807\u7684\u6027\u80fd\u8bc4\u4f30\u65b9\u6cd5\u6765\u8bc4\u4f30\u7ed3\u6784\u5404\u6784\u4ef6\u5728\u5927\u9707\u4e0b\u7684\u7834\u574f\u60c5\u51b5\uff0c\u5206\u6790\u7ed3\u6784\u7684\u6574\u4f53\u5b89\u5168\u6027\u53ca\u5404\u6784\u4ef6\u7684\u6027\u80fd\u5206\u5e03\u60c5\u51b5\uff0e\u7ed3\u679c\u8868\u660e\uff1a\u6846\u652f\u526a\u529b\u5899\u7ed3\u6784\u7684\u8584\u5f31\u5c42\u4f4d\u4e8e\u8f6c\u6362\u5c42\u4ee5\u4e0a\u4e00\u5c42\uff0c\u800c\u8584\u5f31\u5c42\u7684\u6846\u652f\u526a\u529b\u5899\u5bb9\u6613\u53d1\u751f\u526a\u5207\u7834\u574f\uff1b\u7528\u73b0\u884c\u89c4\u8303\u5927\u9707\u4e0b\u8584\u5f31\u5c42\u5c42\u95f4\u5f39\u5851\u6027\u4f4d\u79fb\u89d2\u65e0\u6cd5\u51c6\u786e\u8bc4\u4f30\u6846\u652f\u526a\u529b\u5899\u7ed3\u6784\u7684\u6027\u80fd\uff0e<\/td>\n<\/tr>\n
\u3010\u5173\u952e\u8bcd\u3011<\/td>\n\u6846\u652f\u526a\u529b\u5899\uff1b\u6784\u4ef6\u53d8\u5f62\uff1b\u5c42\u95f4\u4f4d\u79fb\u89d2\uff1b\u6297\u9707\u6027\u80fd\uff1b\u5f39\u5851\u6027\uff1b\u65f6\u7a0b\u5206\u6790<\/td>\n<\/tr>\n
\u3010\u671f\u520a\u680f\u76ee\u3011<\/td>\n\u534e\u4e2d\u79d1\u6280\u5927\u5b66\u5b66\u62a5 \uff08\u81ea\u7136\u79d1\u5b66\u7248\uff09 , Journal of Huazhong University of Science & Technology (Natural Science Edition), 2016\u5e747\u671f<\/p>\n

\"JournalofHuazhong201607\"<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

 <\/p>\n

\"seismicperformance_evaluationof_frame_supported_shearwall_structures\"<\/p>\n

\u4e0b\u8f7d (download)\uff1a\u57fa\u4e8e\u6784\u4ef6\u53d8\u5f62\u7684\u6846\u652f\u526a\u529b\u5899\u7ed3\u6784\u6297\u9707\u6027\u80fd\u8bc4\u4f30.pdf<\/a><\/strong><\/em><\/p>\n

<\/p>\n
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\n\u811a\u8e0f\u5b9e\u5730 \u8ffd\u6c42\u5353\u8d8a \u63a2\u7d22\u548c\u62d3\u5c55\u884c\u4e1a\u524d\u6cbf \u4e3a\u5ba2\u6237\u63d0\u4f9b\u6781\u81f4\u670d\u52a1<\/p>\n

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<\/center><\/p>\n","protected":false},"excerpt":{"rendered":"

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