{"id":3611,"date":"2016-12-30T01:29:04","date_gmt":"2016-12-29T17:29:04","guid":{"rendered":"http:\/\/www.jdcui.com\/?page_id=3611"},"modified":"2021-07-23T23:00:09","modified_gmt":"2021-07-23T15:00:09","slug":"matlab-%e8%bd%af%e4%bb%b6%e7%ac%94%e8%ae%b0","status":"publish","type":"page","link":"http:\/\/www.jdcui.com\/?page_id=3611","title":{"rendered":"MATLAB \u8f6f\u4ef6\u7b14\u8bb0"},"content":{"rendered":"

\"\"<\/h4>\n
\n

[01].\u00a0Excel to MATLAB .mat File<\/a><\/strong><\/p>\n

[02].\u00a0XTRACT PMM 3D\u5c48\u670d\u9762\u7684\u7ed8\u5236(MATLAB\u7248)<\/a><\/strong><\/p>\n

[03]. 3D Truss by MATLAB[MATLAB 3D \u6841\u67b6\u9759\u529b\u5206\u6790]<\/a><\/strong><\/p>\n

[04<\/strong>]<\/strong>. 2D Truss by Matlab [Matlab 2D\u6841\u67b6\u6709\u9650\u5143]<\/a><\/strong><\/p>\n

[05<\/strong>]<\/strong>. Tripartite Plot of Response Spectra [\u4e09\u8054\u53cd\u5e94\u8c31]<\/a><\/strong><\/p>\n

[06<\/strong>]<\/strong>. [\u5730\u9707][\u52a8\u529b\u5b66][Dynamics][MATLAB] \u5c06\u963b\u5c3c\u77e9\u9635\u7684\u975e\u5bf9\u89d2\u7ebf\u5143\u7d20\u53d6\u4e3a0\u8ba1\u7b97\u7ed3\u679c\u4f1a\u600e\u4e48\u6837\uff1f<\/a><\/strong><\/p>\n

[07<\/strong>]<\/strong>. [MATLAB][\u7b14\u8bb0] EEEP\u7b49\u6548\u5c48\u670d\u70b9\u53ca\u5ef6\u6027\u8ba1\u7b97<\/a><\/strong><\/p>\n

 <\/p>\n

The <\/strong>Finite Element Method using <\/strong>MATLAB <\/strong><\/h3>\n
\n

[01].<\/span>\u00a0[FEM][\u6709\u9650\u5143][\u7f16\u7a0b][Matlab][Code by myself] FEM Analysis: 2D Truss Element [\u6709\u9650\u5143\u5206\u6790: 2D\u6841\u67b6\u5355\u5143]<\/a><\/strong><\/p>\n

[02].<\/span>\u00a0[FEM][\u6709\u9650\u5143][\u7f16\u7a0b][Matlab][Code by myself] FEM Analysis: 2D Euler Beam Element [\u6709\u9650\u5143\u5206\u6790: 2D\u6b27\u62c9\u6881\u5355\u5143]<\/a><\/strong><\/p>\n

[03].<\/span>\u00a0[FEM][\u6709\u9650\u5143][\u7f16\u7a0b][Matlab][Code by myself] 2D\u526a\u5207\u6881\u5355\u5143<\/a><\/strong><\/p>\n

[04].<\/span>\u00a0[FEM][\u6709\u9650\u5143][\u7f16\u7a0b][Matlab][Code by myself] 2D Timoshenko\u6881\u5355\u5143<\/a><\/strong><\/p>\n

[05].<\/span>\u00a0[FEM][\u6709\u9650\u5143][\u7f16\u7a0b][Matlab][Code by myself] \u4e09\u89d2\u5f62\u5e38\u5e94\u53d8\u5355\u5143(CST)<\/a><\/strong><\/p>\n

[06].<\/span>\u00a0[FEM][\u6709\u9650\u5143][\u7f16\u7a0b][Matlab][Code by myself] \u5e73\u97624\u53d8\u5f62\u5355\u5143(Q4)<\/a><\/strong><\/p>\n

[07].<\/span>\u00a0[FEM][\u6709\u9650\u5143][\u7f16\u7a0b][Matlab][Code by myself] 4\u8282\u70b9\u56db\u9762\u4f53\u5355\u5143(TET4)<\/a><\/strong><\/p>\n

[08]<\/span>\u00a0[FEM][\u6709\u9650\u5143][\u7f16\u7a0b][Matlab][Code by myself] 8\u8282\u70b9\u516d\u9762\u4f53\u5355\u5143(C3D8)<\/a><\/strong><\/p>\n

[09].<\/span>\u00a0[FEM][\u6709\u9650\u5143][\u7f16\u7a0b][Matlab][Code by myself] \u5e73\u97628\u8282\u70b9\u4e8c\u6b21\u201c\u5b8c\u5168\u79ef\u5206\u201d\u5355\u5143(CPS8)<\/a><\/strong><\/p>\n","protected":false},"excerpt":{"rendered":"

[01].\u00a0Excel to MATLAB .mat File [02].\u00a0XTRACT PMM 3D\u5c48\u670d\u9762\u7684\u7ed8\u5236(MATLAB\u7248) [03]. 3D Truss by MATLAB[MATLAB 3D \u6841\u67b6\u9759\u529b\u5206\u6790] [04]. 2D Truss by Matlab [Matlab 2D\u6841\u67b6\u6709\u9650\u5143] [05]. Tripartite Plot of Response Spectra [\u4e09\u8054\u53cd\u5e94\u8c31] [06]. …<\/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-3611","page","type-page","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t\n\t\n\t\n\t\n\t\t