{"id":6437,"date":"2017-09-27T11:54:41","date_gmt":"2017-09-27T03:54:41","guid":{"rendered":"http:\/\/www.jdcui.com\/?page_id=6437"},"modified":"2026-02-11T23:38:24","modified_gmt":"2026-02-11T15:38:24","slug":"midas-leaning-notes-midas-%e8%bd%af%e4%bb%b6%e7%ac%94%e8%ae%b0","status":"publish","type":"page","link":"http:\/\/www.jdcui.com\/?page_id=6437","title":{"rendered":"Midas \u8f6f\u4ef6\u7b14\u8bb0"},"content":{"rendered":"

\"\"<\/h4>\n

[01].\u00a0Midas Gen \u591a\u5854\u6a21\u578b\u591a\u5854\u5b9a\u4e49\u7684\u6ce8\u610f\u4e8b\u9879<\/a><\/strong><\/p>\n

[02].\u00a0[Midas]Midas Gen \u63d0\u793a\u201d\u521a\u6027\u8fde\u63a5\u8282\u70b9XXX\u4e0a\u91cd\u590d\u8f93\u5165\u76f8\u540c\u81ea\u7531\u5ea6\u201d\u9519\u8bef<\/a><\/strong><\/p>\n

[03].\u00a0[\u7ed3\u6784\u5206\u6790]Midas Gen \u98ce\u6d1e\u8377\u8f7d\u7684\u65bd\u52a0<\/a><\/strong><\/p>\n

[04].\u00a0[\u5de5\u5177][Program][Midas]Midas Gen \u4f4d\u79fb\u89d2\u5904\u7406\u8f6f\u4ef6<\/a><\/strong><\/p>\n

[05].\u00a0[Midas]Midas Gen \u63d0\u793a\u201d\u521a\u6027\u8fde\u63a5\u8282\u70b9XXX\u4e0a\u91cd\u590d\u8f93\u5165\u76f8\u540c\u81ea\u7531\u5ea6\u201d\u9519\u8bef<\/a><\/strong><\/p>\n

[06].\u00a0[Midas]Midas Gen\u98ce\u8377\u8f7d\u65bd\u52a0\u51fa\u73b0\u98ce\u8377\u8f7d\u201c\u504f\u79bb\u697c\u677f\u521a\u5fc3\u7684\u73b0\u8c61\u201d<\/a><\/strong><\/p>\n

[07].\u00a0[Midas]Midas Gen\u5e26\u540e\u7f00Tk\u548cLk\u7684\u98ce\u8377\u8f7d\u5de5\u51b5<\/a><\/strong><\/p>\n

[08].\u00a0[\u8f6f\u4ef6][Midas] Midas Gen \u521a\u6027\u8fde\u63a5\u4e3b\u4ece\u8282\u70b9\u7ea6\u675f\u6d4b\u8bd5<\/a><\/strong><\/p>\n

[09].\u00a0[\u7ed3\u6784\u5206\u6790][Midas Gen] \u4e3b\u4ece\u7ea6\u675f\u95ee\u9898\u7b14\u8bb0<\/a><\/strong><\/p>\n

[10].\u00a0[Midas Gen] [\u7ed3\u6784\u5206\u6790] Midas Gen \u91cd\u590d\u5355\u5143<\/a><\/strong><\/p>\n

[11].\u00a0[Midas Gen][\u7ed3\u6784\u5206\u6790] \u5e26\u52a0\u52b2\u808b\u94a2\u677f\u6709\u9650\u5143\u5206\u6790<\/a><\/strong><\/p>\n

[12].\u00a0[ABAQUS][FEM][Midas] Modal Analysis of Steel Box Beam [\u94a2\u7bb1\u6881\u7684\u6a21\u6001\u5206\u6790]<\/a><\/strong><\/p>\n

[13].\u00a0[ABAQUS][FEM][Midas] Buckling Analysis of Steel Box Beam [\u94a2\u7bb1\u6881\u7684\u7279\u5f81\u503c\u5c48\u66f2\u5206\u6790]<\/a><\/strong><\/p>\n

[14].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Verification Example Static-11: 2-D Plane Truss [Static 11: 2-D \u5e73\u9762\u6841\u67b6 Verification Examples]<\/a><\/strong><\/p>\n

[15].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Tut-1: 3-D Simple 2\u2013Bay Frame [ Midas Gen tut-1: \u5355\u5c42\u4e24\u8de8\u4e09\u7ef4\u6846\u67b6]<\/a><\/strong><\/p>\n

[16].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Tut-2: Plant Structure[ Midas Gen tut-2: \u5382\u623f\u7ed3\u6784]<\/a><\/strong><\/p>\n

[17].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Tut-4: Hammerhead Pier [ Midas Gen tut-4: \u9524\u5934\u6865\u58a9]<\/a><\/strong><\/p>\n

[18].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Tut-3: Web-opening Detail Analysis [ Midas Gen tut-3: \u8179\u677f\u5f00\u6d1e\u6881\u622a\u9762\u8be6\u7ec6\u5206\u6790]<\/a><\/strong><\/p>\n

[19].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Verification Example Eigen-15: Eigenvalue analysis of simply supported thin annular plate [ Midas Gen \u9a8c\u8bc1\u5b9e\u4f8bEigen-15: \u7b80\u652f\u8584\u5706\u677f\u7684\u7279\u5f81\u503c\u5206\u6790]<\/a><\/strong><\/p>\n

[20].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Verification Example GNL-5: Snap-through Analysis of simply 2D truss [ Midas Gen \u9a8c\u8bc1\u5b9e\u4f8bGNL-5: 2D\u6841\u67b6\u7684\u9636\u8dc3\u5206\u6790]<\/a><\/strong><\/p>\n

[21].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Verification Example GNL-6: Snap-back Nonlinear problem [ Midas Gen \u9a8c\u8bc1\u5b9e\u4f8bGNL-6: Snap-back \u975e\u7ebf\u6027\u95ee\u9898]<\/a><\/strong><\/p>\n

[22].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Verification Example Static-31: Elliptic membrane under uniformly distributed load [ Midas Gen \u9a8c\u8bc1\u5b9e\u4f8b Static-31: \u692d\u5706\u8584\u819c\u53d7\u5747\u5e03\u8377\u8f7d]<\/a><\/strong><\/p>\n

[23].\u00a0[\u4f18\u5316][ABAQUS][Midas2Abaqus] Topology Optimization of a short cantilever beam by Abaqus [\u77ed\u60ac\u81c2\u6881\u62d3\u6251\u4f18\u5316\u5206\u6790\u7b97\u4f8b]<\/a><\/strong><\/p>\n

[24].\u00a0[Abaqus][Midas][Midas2Abaqus] Midas Gen \u6559\u7a0b12 \u2013 \u5355\u5c42\u7f51\u58f3\u5c48\u66f2\u5206\u6790[Buckling analysis of a single layer reticulated dome]<\/a><\/strong><\/p>\n

[25].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Verification Example Eigen-13: Eigenvalue analysis of cantilever cylindrical vault [ Midas Gen \u9a8c\u8bc1\u5b9e\u4f8b Static-13: \u5706\u67f1\u5f62\u62f1\u9876\u7279\u5f81\u503c\u5206\u6790]<\/a><\/strong><\/p>\n

[26].\u00a0[Midas Gen][ABAQUS][Midas2Abaqus] Verification Example GNL-1: Geometric nonlinear analysis of a high arch structure [ Midas Gen \u9a8c\u8bc1\u5b9e\u4f8b GNL-1: \u9ad8\u62f1\u7ed3\u6784\u7684\u51e0\u4f55\u975e\u7ebf\u6027\u5206\u6790]<\/a><\/strong><\/p>\n

[27].\u00a0[\u7f16\u7a0b][Midas][\u6a21\u578b\u8f6c\u6362] midas Gen\u8282\u70b9\u5904\u7406\u5de5\u5177(\u5982\u4f55\u907f\u514d\u76c8\u5efa\u79d1\u659c\u6746\u4e22\u5931)<\/a><\/strong><\/p>\n

[28].\u00a0[FEM][Abaqus][Midas][\u5206\u6790][\u5de5\u5177] Midas2Abaqus\u6a21\u578b\u8f6c\u6362\u5de5\u5177<\/a><\/strong><\/p>\n

[29].\u00a0[FEM][Midas][Abaqus][Midas2Abaqus] \u94a2\u67f1\u5c48\u66f2\u5206\u6790 (Buckling Analysis of Steel Column)<\/a><\/strong><\/p>\n

[30].\u00a0[FEM][Midas][Abaqus][Midas2Abaqus] \u5706\u67f1\u58f3\u5931\u7a33(\u7ecf\u5178\u7279\u5f81\u503c\u66f2\u5c48\u95ee\u9898) (Buckling Analysis of a Cylinder in Abaqus)<\/a><\/strong><\/p>\n

[31].\u00a0[FEM][Midas][Abaqus][Midas2Abaqus] \u5706\u67f1\u58f3\u975e\u7ebf\u6027\u66f2\u5c48\u5206\u6790 (Nonlinear Buckling Analysis of a Cylinder Shell in Abaqus)<\/a><\/strong><\/p>\n

[32].\u00a0[FEM][Midas][Abaqus][Midas2Abaqus] \u5e73\u9762\u6846\u67b6\u5c48\u66f2\u5206\u6790(\u7ecf\u5178\u4f8b\u9898)(Buckling Analysis of Plane Steel Frame)<\/a><\/strong><\/p>\n

[33].\u00a0[FEM][Midas][Abaqus][Midas2Abaqus] \u591a\u5c42\u591a\u8de8\u94a2\u6846\u67b6\u7684\u5f80\u590d\u4f4d\u79fb\u52a0\u8f7d\u975e\u7ebf\u6027\u5206\u6790 (Nonlinear Static Cyclic Analysis of multi-storey multi-bay Steel Frame)<\/a><\/strong><\/p>\n

[34].\u00a0[FEM][Midas][Abaqus][Midas2Abaqus] \u94a2\u6881\u7684\u9759\u529b\u975e\u7ebf\u6027\u5206\u6790 (Nonlinear Static Analysis of Steel Beam)<\/a><\/strong><\/p>\n

[35].\u00a0[Midas] midas Gen \u4e2d\u7684\u8d28\u91cf\u4e0e\u81ea\u91cd<\/a><\/strong><\/p>\n

[36].\u00a0[Midas][ETABS] \u6846\u67b6\u65f6\u7a0b\u5206\u6790\u5bf9\u6bd4(ETABS vs. midas Gen)<\/a><\/strong><\/p>\n

[37].\u00a0[midas2Abaqus][Abaqus] Abaqus\u6846\u67b6\u76f4\u63a5\u79ef\u5206\u5730\u9707\u54cd\u5e94\u65f6\u7a0b\u5206\u6790(midas2Abaqus\u6d4b\u8bd5\u7b97\u4f8b)<\/a><\/strong><\/p>\n

[38].\u00a0[midas2Abaqus][Abaqus] Abaqus\u6846\u67b6\u5730\u9707\u54cd\u5e94\u6a21\u6001\u52a8\u529b\u65f6\u7a0b\u5206\u6790(modal dynamic analysis with abaqus)(midas2Abaqus\u6d4b\u8bd5\u7b97\u4f8b)<\/a><\/strong><\/p>\n

[39].\u00a0[midas2Abaqus][Abaqus] Abaqus \u5730\u9707\u52a0\u901f\u5ea6\u65f6\u7a0b\u52a0\u8f7d\u65b9\u5f0f (midas2Abaqus\u6d4b\u8bd5\u7b97\u4f8b)<\/a><\/strong><\/p>\n

[40].\u00a0[midas2Abaqus][Abaqus] \u91d1\u5c5e\u68d2\u5e94\u529b\u6ce2\u7684\u4f20\u64ad\u5206\u6790(Stress Wave Propagation in a Steel Bar )(midas2Abaqus\u5e94\u7528\u6848\u4f8b)<\/a><\/strong><\/p>\n

[41].\u00a0[midas2Abaqus][Abaqus] Abaqus \u63a5\u89e6\u7b97\u4f8b1 (Contact Example 1)(midas2Abaqus\u5e94\u7528\u6848\u4f8b)<\/a><\/strong><\/p>\n

[42].\u00a0[midas2Abaqus][Abaqus][\u6709\u9650\u5143] Tensile Test Analysis by Abaqus (Abaqus\u62c9\u4f38\u8bd5\u9a8c\u5206\u6790)(midas2Abaqus\u5e94\u7528\u6848\u4f8b)<\/a><\/strong><\/p>\n

[43].\u00a0[Abaqus][midas2Abaqus][FEM] \u91d1\u5c5e\u7bb1\u51b2\u51fb\u6a21\u62df (Dynamic Impact Analysis of Metal Box by Abaqus) (midas2Abaqus\u8f6f\u4ef6\u6d4b\u8bd5\u6848\u4f8b )<\/a><\/strong><\/p>\n

[44]. [Abaqus][midas2Abaqus][FEM] Abaqus\u5730\u9707\u4f5c\u7528\u4e0b\u94a2\u6846\u67b6\u8fde\u7eed\u5012\u584c\u7b97\u4f8b (Nonlinear progressive collapse analysis of a Steel Frame using Abaqus) (midas2Abaqus\u8f6f\u4ef6\u6d4b\u8bd5\u6848\u4f8b )<\/a><\/strong><\/p>\n

[45]. [midas2Abaqus][\u7ed3\u6784\u5206\u6790][abaqus] \u4e0d\u540c\u5f3a\u5316\u51c6\u5219\u4e0b\u94a2\u6881\u4f4e\u5468\u5f80\u590d\u8377\u8f7d\u5206\u6790(Cyclic loading finite element analysis of steel beam with different harding rules)<\/a><\/strong><\/p>\n

[46]. [Abaqus][midas2Abaqus][FEM] \u6a61\u80f6\u5e26\u5927\u53d8\u5f62\u538b\u7f29\u7b97\u4f8b (Large Compressive Analysis of Rubber Belt by Abaqus) (midas2Abaqus\u8f6f\u4ef6\u6d4b\u8bd5\u6848\u4f8b )<\/a><\/strong><\/p>\n

[47]. [midas2Abaqus][\u7ed3\u6784\u5206\u6790][abaqus] \u94a2\u5854\u67b6\u5012\u584c\u5206\u6790 (Steel Tower Collapse Analysis)<\/a><\/strong><\/p>\n

[48]. [midas2Abaqus][\u7ed3\u6784\u5206\u6790][abaqus] \u65bd\u5de5\u6a21\u62df\u52a0\u8f7d\u5206\u6790 (Construction Simulation Analysis by Abaqus)<\/a><\/strong><\/p>\n

[49]. [midas2Abaqus][\u7ed3\u6784\u5206\u6790][abaqus] \u57fa\u4e8ePushdown\u65b9\u6cd5\u7684\u8fde\u7eed\u5012\u584c\u5206\u6790\u7b97\u4f8b (Progressive Collapse Analysis Example based on Pushdown Method)<\/a><\/strong><\/p>\n

[50]. [FEM][Midas Gen] \u56db\u8fb9\u7b80\u652f\u677f\u7684\u53d7\u538b\u5c48\u66f2\u5206\u6790(Compress Buckling Analysis of a Simply Supported Plate)(\u6709\u9650\u5143\u53ca\u5f39\u6027\u529b\u5b66\u89e3)<\/a><\/strong><\/p>\n

[51]. [FEM][SteelStructures] \u6709\u4fa7\u79fb\u4e0e\u65e0\u4fa7\u79fb\u6846\u67b6\u7684\u5c48\u66f2\u6a21\u6001 (Buckling Modes of Frames with and without Sidesway)<\/a><\/strong><\/p>\n

[52]. [FEM][Midas Gen] \u56db\u8fb9\u7b80\u652f\u677f\u7684\u7eaf\u526a\u4e0b\u7684\u5c48\u66f2\u6a21\u6001(Shear Buckling Analysis of a Simply Supported Plate under Pure Shear)(\u6709\u9650\u5143\u53ca\u5f39\u6027\u529b\u5b66\u89e3)<\/a><\/strong><\/p>\n

[53]. [FEM][SteelStruct] \u5de5\u5b57\u94a2\u6881\u5747\u5e03\u8377\u8f7d\u4e0b\u66f2\u5c48\u6a21\u6001 (Buckling modes of I-Shape beams under uniform load)<\/a><\/strong><\/p>\n

[54]. [\u89c4\u8303][FEM][SteelStruct] \u9636\u5f62\u67f1\u7684\u8ba1\u7b97\u957f\u5ea6(Effective Length of stepped column)<\/a><\/strong><\/p>\n

[55]. [\u94a2\u7ed3\u6784][\u7a33\u5b9a][FEM] \u7bb1\u578b\u622a\u9762\u538b\u6746\u7684\u5f39\u6027\u66f2\u5c48\u7cfb\u6570 (Buckling Coefficient of Box-section Column under Axial Compression)<\/a><\/strong><\/p>\n

[56]. [Midas Gen][\u8f6f\u4ef6] \u6e29\u5ea6\u6548\u5e94\u5206\u6790\u7b80\u5355\u7b97\u4f8b\u6d4b\u7b97<\/a><\/strong><\/p>\n

[57]. [\u7ed3\u6784][FEM][Midas Gen] \u7ed3\u6784\u7684\u5f2f\u66f2\u53d8\u5f62\u548c\u526a\u5207\u53d8\u5f62\u5206\u91cf\u2014\u2014\u7b80\u5355\u7b97\u4f8b (Bending induced and Shear induced Lateral Deformation of Structure)<\/a><\/strong><\/p>\n

[58]. [\u7b14\u8bb0][\u8f6f\u4ef6] YJK\u8f6cmidas Gen\u6a21\u578b\u6ce8\u610f\u4e8b\u9879<\/a><\/strong><\/p>\n

[59]. [\u8f6f\u4ef6][\u7b14\u8bb0] midas Gen \u6a21\u6001\u5e94\u53d8\u80fd\u963b\u5c3c\u6a21\u578b\u53c2\u6570\u6d4b\u8bd5 [Modal strain energy proportional damping model in midas Gen]<\/a><\/strong><\/p>\n

[60]. [midas Gen] Gen\u65bd\u5de5\u9636\u6bb5\u5206\u6790 \u6d4b\u7b97\u6848\u4f8b1\u2014\u2014\u6a21\u62df\u65bd\u5de53 ( midas Gen Construction Stage Analysis EX1- Simulation Construction 3)<\/a><\/strong><\/p>\n

[61]. [midas Gen] \u8377\u8f7d\u5de5\u51b5\u65e0\u6cd5\u4fee\u6539\u4e3a\u65bd\u5de5\u9636\u6bb5\u8377\u8f7d (CS)\uff1f<\/a><\/strong><\/p>\n

[62]. [\u7f16\u7a0b][\u8f6f\u4ef6] midas Gen \u65bd\u5de5\u8377\u8f7d\u6309\u5355\u5143\u5206\u7ec4\u5de5\u5177<\/a><\/strong><\/p>\n

[63]. [\u632f\u52a8\u63a7\u5236] GenVibrationTool: A Toolbox for Vibration Comfort Analysis of Floor Structures Developed Based on MidasGen API [\u57fa\u4e8emidasGen API\u5f00\u53d1\u7684\u697c\u76d6\u7ed3\u6784\u632f\u52a8\u8212\u9002\u5ea6\u5206\u6790\u5de5\u5177\u7bb1]<\/a><\/strong><\/p>\n

...\u6301\u7eed\u66f4\u65b0…<\/span><\/strong><\/p>\n","protected":false},"excerpt":{"rendered":"

[01].\u00a0Midas Gen \u591a\u5854\u6a21\u578b\u591a\u5854\u5b9a\u4e49\u7684\u6ce8\u610f\u4e8b\u9879 [02].\u00a0[Midas]Midas Gen \u63d0\u793a\u201d\u521a\u6027\u8fde\u63a5\u8282\u70b9XXX\u4e0a\u91cd\u590d\u8f93\u5165\u76f8\u540c\u81ea\u7531\u5ea6\u201d\u9519\u8bef [03].\u00a0[\u7ed3\u6784\u5206\u6790]Midas Gen \u98ce\u6d1e\u8377\u8f7d\u7684\u65bd\u52a0 [04].\u00a0[\u5de5\u5177][Program][Midas]Midas Gen \u4f4d\u79fb\u89d2\u5904\u7406\u8f6f\u4ef6 [05].\u00a0[Midas]Midas Gen \u63d0\u793a\u201d\u521a\u6027\u8fde\u63a5\u8282\u70b9XXX\u4e0a\u91cd\u590d\u8f93\u5165\u76f8\u540c\u81ea\u7531\u5ea6\u201d\u9519\u8bef [06].\u00a0[Midas]Midas Gen\u98ce\u8377\u8f7d\u65bd\u52a0\u51fa\u73b0\u98ce\u8377\u8f7d\u201c\u504f\u79bb\u697c\u677f\u521a\u5fc3\u7684\u73b0\u8c61\u201d [07].\u00a0[Midas]Midas Gen\u5e26\u540e\u7f00Tk\u548cLk\u7684\u98ce\u8377\u8f7d\u5de5\u51b5 [08].\u00a0[\u8f6f\u4ef6][Midas] Midas Gen \u521a\u6027\u8fde\u63a5\u4e3b\u4ece\u8282\u70b9\u7ea6\u675f\u6d4b\u8bd5 [09].\u00a0[\u7ed3\u6784\u5206\u6790][Midas Gen] \u4e3b\u4ece\u7ea6\u675f\u95ee\u9898\u7b14\u8bb0 [10].\u00a0[Midas Gen] [\u7ed3\u6784\u5206\u6790] Midas …<\/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-6437","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