{"id":6854,"date":"2017-12-11T16:49:46","date_gmt":"2017-12-11T08:49:46","guid":{"rendered":"http:\/\/www.jdcui.com\/?page_id=6854"},"modified":"2025-08-24T10:27:07","modified_gmt":"2025-08-24T02:27:07","slug":"etabs-sap2000-%e8%bd%af%e4%bb%b6%e7%ac%94%e8%ae%b0","status":"publish","type":"page","link":"http:\/\/www.jdcui.com\/?page_id=6854","title":{"rendered":"ETABS & SAP2000 \u8f6f\u4ef6\u7b14\u8bb0"},"content":{"rendered":"

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[01].<\/span>\u00a0ETABS 2015\u4eba\u5de5\u6ce2\u529f\u80fd\u521d\u6b65\u6d4b\u8bd5(\u4e00)<\/a><\/strong><\/p>\n

[02].\u00a0ETABS 2015\u4eba\u5de5\u6ce2\u529f\u80fd\u521d\u6b65\u6d4b\u8bd5(\u4e8c)<\/a><\/strong><\/p>\n

[03].\u00a0[Tool][\u8f6f\u4ef6] ETABS\u7ec4\u5408\u622a\u9762\u5efa\u6a21\u5de5\u5177[Tool for creating composite section in ETABS]<\/a><\/strong><\/p>\n

[04].\u00a0ETABS 2016\u8f6cYJK(\u76c8\u5efa\u79d1)\u63d0\u793a\u201c\u672a\u627e\u5230\u8d28\u91cf\u6e90\u5de5\u51b5\u201d<\/a><\/strong><\/p>\n

[05].\u00a0[\u8f6f\u4ef6][\u5de5\u5177][Programming][ETABS]ETABS E2K Timehistory Extractor [ETABS E2K\u65f6\u7a0b\u63d0\u53d6\u8f6f\u4ef6]<\/a><\/strong><\/p>\n

[06].\u00a0[Tool][\u8f6f\u4ef6][\u7f16\u7a0b] ECM: ETABS Concrete Modifier[ETABS\u6df7\u51dd\u571f\u6750\u6599\u4fee\u6539\u5668]<\/a><\/strong><\/p>\n

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

[08].\u00a0SAP2000\u622a\u9762\u8bbe\u8ba1\u5668\u4e2d\u622a\u9762\u5206\u6790\u5b9e\u4f8b [Sectional Analysis Example in SAP2000 Section Designer]<\/a><\/strong><\/p>\n

[09].\u00a0[\u52a8\u529b\u5b66][\u7b97\u4f8b][\u9a8c\u8bc1] IRS\u5355\u81ea\u7531\u5ea6\u5730\u9707\u7ebf\u6027\u53ca\u975e\u7ebf\u6027\u65f6\u7a0b\u5206\u6790\u7b97\u4f8b\u53ca\u9a8c\u8bc1(\u4e0eSAP2000\u5bf9\u6bd4) (Linear and Nonlinear Earthquake Time History Analysis Verification Example of IRS)(compared with SAP2000)<\/a><\/strong><\/p>\n

[10].\u00a0[CSI OAPI][\u7f16\u7a0b] CSI OAPI EX1: \u8fd0\u884c\/\u5173\u95ed\/\u6355\u6349 SAP2000 [Start\/Exit\/GetActive SAP2000]<\/a><\/strong><\/p>\n

[11].\u00a0[ETABS][\u7ed3\u6784\u5206\u6790] ETABS v9 \u6a21\u6001\u5206\u6790\u6a21\u6001\u6570\u91cf\u7684\u8bbe\u7f6e<\/a><\/strong><\/p>\n

[12].\u00a0[ETABS][\u7f16\u7a0b][\u5de5\u5177] ETABS\u5feb\u901f\u6307\u5b9a\u521a\u6027\u9694\u677f (Rigid Diaphram)<\/a><\/strong><\/p>\n

[13].\u00a0[ETABS][\u7ed3\u6784\u5206\u6790] ETABS\u63d0\u793a\u201dError saving text file Separator Wall Desing \u2013 Erro No.9 \u7d22\u5f15\u8d85\u51fa\u4e86\u6570\u7ec4\u754c\u9650\u201d\u65e0\u6cd5\u4fdd\u5b58\u6a21\u578b\u7684\u5904\u7406\u529e\u6cd5<\/a><\/strong><\/p>\n

[14].\u00a0[\u7ed3\u6784\u4f18\u5316][\u7f16\u7a0b][\u8f6f\u4ef6] \u57fa\u4e8eETABS\u4e8c\u6b21\u5f00\u53d1\u7684\u7ed3\u6784\u4f18\u5316\u8bbe\u8ba1\u7a0b\u5e8f\u53ca\u5176\u5728\u5b9e\u9645\u5de5\u7a0b\u4e2d\u7684\u5e94\u7528<\/a><\/strong><\/p>\n

[15].\u00a0[\u7ed3\u6784][\u5206\u6790][ETABS] ETABS V9\u4e2d\u7684\u697c\u5c42\u8d28\u91cf<\/a><\/strong><\/p>\n

[16].\u00a0[ETABS] ETABS2016\u526a\u529b\u5899\u7f51\u683c\u5212\u5206\u5c3a\u5bf8 (Auto Rectangular Mesh Setting for Walls)<\/a><\/strong><\/p>\n

[17].\u00a0[ETABS][\u7ec4\u5408\u622a\u9762] ETABS\u4e2d\u901a\u8fc7\u622a\u9762\u8bbe\u8ba1\u5668\u5b9a\u4e49\u7684\u7ec4\u5408\u622a\u9762 (ETABS v9 and ETABS 201x) (ETABS Section Designer)<\/a><\/strong><\/p>\n

[18].\u00a0[ETABS] ETABS\u8b66\u544a\u201dTHE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED!!\u201d<\/a><\/strong><\/p>\n

[19].\u00a0[ETABS] ETABS\u8b66\u544a\u201dTHE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED!!\u201d (Case 2)<\/a><\/strong><\/p>\n

[20].\u00a0[ETABS] ETABS\u8b66\u544a\u201dTHE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED!!\u201d (Case 3)<\/a><\/strong><\/p>\n

[21].\u00a0[ETABS] ETABS\u8b66\u544a\u201dTHE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED!!\u201d (Case 4) (Lost Accuracy)<\/a><\/strong><\/p>\n

[22].\u00a0[Dynamics][\u52a8\u529b\u5b66][SAP2000] \u6881\u7684\u632f\u52a8\u5f62\u6001\u53ca\u5e7f\u4e49\u632f\u578b\u8d28\u91cf<\/a><\/strong><\/p>\n

[23].\u00a0[\u52a8\u529b\u5b66][SAP2000] SAP2000\u4e2d\u632f\u578b\u5411\u91cf\u7684\u6807\u51c6\u5316\u65b9\u6cd5<\/a><\/strong><\/p>\n

[24].\u00a0[ETABS][\u7b14\u8bb0] ETABS\u8b66\u544a\u201dErro in creating Analysis Model\u201d \u201cShellProp_ReadSBR: Illegal material tag\u201d<\/a><\/strong><\/p>\n

[25].\u00a0[ETABS] ETABS\u4fdd\u5b58Access\u6570\u636e\u5e93\u9519\u8bef: \u201cerror in performing miExportAccessDatabase\u201d<\/a><\/strong><\/p>\n

[26].\u00a0[\u7b14\u8bb0][\u7b97\u4f8b][\u51cf\u632f] \u8c03\u8c10\u6db2\u4f53\u963b\u5c3c\u5668\u51cf\u9707\u7b97\u4f8b [Example of Vibration Reduction of Tuned Liquid Damper (TLD) ]<\/a><\/strong><\/p>\n

[27].\u00a0[\u7b14\u8bb0][\u7ed3\u6784][\u8bbe\u8ba1] \u94a2\u7ba1\u4e0e\u94a2\u7ba1\u6df7\u51dd\u571f\u622a\u9762\u7684\u521a\u5ea6\u5dee\u591a\u5c11\uff1f(What is the difference in stiffness between steel tube and concrete-filled steel tube section)<\/a><\/strong><\/p>\n

[28].\u00a0[ETABS][\u7b14\u8bb0] ETABS\u4e2d\u7684\u521a\u6027\u9694\u677f\u6d4b\u8bd5 (Rigid Diaphragm in ETABS)<\/a><\/strong><\/p>\n

[29].\u00a0[SAP2000][\u7b14\u8bb0] \u8bb0\u5f55\u4e00\u4e2aSAP2000\u98ce\u8377\u8f7d\u8ba1\u7b97\u5f02\u5e38\u95ee\u9898<\/a><\/strong><\/p>\n

[30].\u00a0[\u8f6f\u4ef6][\u7f16\u7a0b] WTDP: Wind Tunnel Data Processor [\u98ce\u6d1e\u8bd5\u9a8c\u65f6\u7a0b\u6570\u636e\u5904\u7406\u5de5\u5177]<\/a><\/strong><\/p>\n

[31].\u00a0[ETABS][\u7b14\u8bb0] ETABS\u9519\u8bef\u201cError in recovering Base Shear history:CSI.SAPModel.cReadSAPBase::\u2026.\u201d<\/a><\/strong><\/p>\n

[32].\u00a0[SAP2000] ETABS\/SAP2000\u4e2d\u7684\u865a\u529f\u56fe\u529f\u80fd\u6d4b\u8bd5 [Energy\/ Virtual work diagram in ETABS\/SAP2000]<\/a><\/strong><\/p>\n

[33] [CSI OAPI][\u7f16\u7a0b] CSI OAPI EX1: \u8fd0\u884c\/\u5173\u95ed\/\u6355\u6349 SAP2000 [Start\/Exit\/GetActive SAP2000]<\/a><\/strong><\/p>\n

[34] [CSI OAPI][\u7f16\u7a0b] CSI OAPI EX2: \u4f38\u81c2\u6841\u67b6\u51e0\u4f55\u4f18\u5316 [Geometric optimization of outrigger truss]<\/a><\/strong><\/p>\n

[35] [CSI OAPI][\u7f16\u7a0b] CSI OAPI EX3: \u5feb\u901f\u5b9a\u4e49\u81ea\u5b9a\u4e49\u622a\u9762 [Quickly define SD sections]<\/a><\/strong><\/p>\n

[36] [CSI OAPI][\u7f16\u7a0b] CSI OAPI EX4: \u57fa\u4e8e\u6e10\u8fdb\u7ed3\u6784\u4f18\u5316\u6cd5ESO\u7684\u62d3\u6251\u4f18\u5316 [ESO, Evolutionary Structural Optimization]<\/a><\/strong><\/p>\n

[37] [\u4f18\u5316][\u7f16\u7a0b] \u57fa\u4e8eSAP2000\u4e8c\u6b21\u5f00\u53d1\u7684\u5e73\u9762\u6841\u67b6\u4f18\u5316\u6848\u4f8b (Optimization of plane truss structure through secondary development of SAP2000)<\/a><\/strong><\/p>\n

[38] [\u4f18\u5316][\u7f16\u7a0b] \u57fa\u4e8eETABS\u4e8c\u6b21\u5f00\u53d1\u7684\u5854\u697c\u659c\u67f1\u659c\u7387\u53d8\u5316\u4f18\u5316\u6848\u4f8b (Slope Sensitivity analysis of the inclined columns of the tower through secondary development of ETABS)<\/a><\/strong><\/p>\n

[39] [\u7ed3\u6784\u4f18\u5316][\u7f16\u7a0b][\u8f6f\u4ef6] \u57fa\u4e8eETABS\u4e8c\u6b21\u5f00\u53d1\u7684\u7ed3\u6784\u4f18\u5316\u8bbe\u8ba1\u7a0b\u5e8f\u53ca\u5176\u5728\u5b9e\u9645\u5de5\u7a0b\u4e2d\u7684\u5e94\u7528<\/a><\/strong><\/p>\n

[40] [\u89c6\u9891][Video] \u57fa\u4e8eESO\u7684\u62d3\u6251\u4f18\u5316 \u6848\u4f8b1 (Python\u7f16\u7a0b) ESO based topology optimization Example 1(Python programming)<\/a><\/strong><\/p>\n

[41] [\u7f16\u7a0b][Video] \u57fa\u4e8eESO\u7684\u62d3\u6251\u4f18\u5316 \u6848\u4f8b2 (Python\u7f16\u7a0b) ESO based topology optimization Example 2 (Python programming)<\/a><\/strong><\/p>\n

[42] [\u7ed3\u6784\u4f18\u5316][Video] \u8d85\u9ad8\u5c42\u7ed3\u6784\u4f38\u81c2\u6841\u67b6\u4f4d\u7f6e\u654f\u611f\u6027\u5206\u6790 (Sensitivity analysis of the location of the outrigger truss in super high-rise buildings)<\/a><\/strong><\/p>\n

[43] [\u7ed3\u6784\u4f18\u5316][Video] \u8fde\u4f53\u7ed3\u6784\u8fde\u4f53\u4f4d\u7f6e\u654f\u611f\u6027\u5206\u6790 (Sensitivity analysis of the location of Connection in connected high-rise buildings)<\/a><\/strong><\/p>\n

[44] [\u7b14\u8bb0] \u88c5\u914d\u5f0f\u526a\u529b\u5899\u5899\u811a\u8fde\u63a5\u5efa\u6a21\u5bf9\u6bd4 (Comparison of Modeling for Wall Foot Connection of Prefabricated Shear Wall)<\/a><\/strong><\/p>\n

[45] [\u8f6f\u4ef6][\u7a0b\u5e8f] ETABS\u8282\u70b9\u54cd\u5e94\u65f6\u7a0b\u6279\u91cf\u8f93\u51fa\u5de5\u5177<\/a><\/strong><\/p>\n

[46] ETABS\/SAP2000\u4e2d\u622a\u9762\u5207\u5272\u7684\u5185\u529b\u8f93\u51fa\u60ef\u4f8b [Section Cut Output Conventions in ETABS\/SAP2000]<\/a><\/strong><\/p>\n

[47] \u7ed3\u6784\u52a8\u529b\u5206\u6790\u4e2d\u7684\u963b\u5c3c\u7cfb\u7edf\u5206\u7c7b\u4e0e\u603b\u7ed3\u2014\u2014\u4ee5SAP2000\u4e3a\u4f8b [Classification and Summary of Damping Systems in Structural Dynamic Analysis \u2014 Using SAP2000 as an Example]<\/a><\/strong><\/p>\n

[48] [\u4f1a\u8bae] \u53c2\u52a02025\u7b51\u4fe1\u8fbe\u7528\u6237\u5927\u4f1a\u5e76\u505a\u62a5\u544a\u5206\u4eab<\/a><\/strong><\/p>\n

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

[01].\u00a0ETABS 2015\u4eba\u5de5\u6ce2\u529f\u80fd\u521d\u6b65\u6d4b\u8bd5(\u4e00) [02].\u00a0ETABS 2015\u4eba\u5de5\u6ce2\u529f\u80fd\u521d\u6b65\u6d4b\u8bd5(\u4e8c) [03].\u00a0[Tool][\u8f6f\u4ef6] ETABS\u7ec4\u5408\u622a\u9762\u5efa\u6a21\u5de5\u5177[Tool for creating composite section in ETABS] [04].\u00a0ETABS 2016\u8f6cYJK(\u76c8\u5efa\u79d1)\u63d0\u793a\u201c\u672a\u627e\u5230\u8d28\u91cf\u6e90\u5de5\u51b5\u201d [05].\u00a0[\u8f6f\u4ef6][\u5de5\u5177][Programming][ETABS]ETABS E2K Timehistory Extractor [ETABS E2K\u65f6\u7a0b\u63d0\u53d6\u8f6f\u4ef6] [06].\u00a0[Tool][\u8f6f\u4ef6][\u7f16\u7a0b] ECM: ETABS Concrete Modifier[ETABS\u6df7\u51dd\u571f\u6750\u6599\u4fee\u6539\u5668] [07].\u00a0[Midas][ETABS] \u6846\u67b6\u65f6\u7a0b\u5206\u6790\u5bf9\u6bd4(ETABS vs. midas Gen) …<\/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-6854","page","type-page","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t\n\t\n\t\n\t\n\t\n\t\t