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编号 | 文件名称 | 上传用户 | 文件大小 | 类型 | 上传日期 | 下载/浏览 | 价格(元) |
96387 | 2012.12.13BDS培训视频-正弯桥设计2/6 | guogang662003 | 31,000KB | .rar | 2012/12/16 | 0/1355 | ¥2.00 |
96386 | 2012.12.13BDS培训视频-正弯桥设计1/6 | guogang662003 | 31,000KB | .rar | 2012/12/16 | 0/1437 | ¥2.00 |
96385 | 20121214Civil视频抗震(pushover)5/5 | guogang662003 | 25,532KB | .rar | 2012/12/16 | 2/1001 | ¥2.00 |
96384 | 20121214Civil视频抗震(pushover)4/5 | guogang662003 | 31,000KB | .rar | 2012/12/16 | 2/894 | ¥2.00 |
96383 | 20121214Civil视频抗震(pushover)3/5 | guogang662003 | 31,000KB | .rar | 2012/12/16 | 2/1021 | ¥2.00 |
96382 | 20121214Civil视频抗震(pushover)2/5 | guogang662003 | 31,000KB | .rar | 2012/12/16 | 2/931 | ¥2.00 |
96381 | 20121214Civil视频抗震(pushover)1/5 | guogang662003 | 31,000KB | .rar | 2012/12/16 | 2/1007 | ¥2.00 |
96376 | AutoCAD_Civil_3D_2010教程 | lp2000lp | 9,398KB | .pdf | 2012/12/15 | 0/1391 | ¥5.00 |
96252 | 红果东湖大桥边孔midas模型 | zenglingjian705 | 281KB | .mcb | 2012/12/10 | 1/1323 | ¥5.00 |
96221 | 贵州桐子园79+150+79菱形挂蓝MIDAS分析 | tg61 | 1,587KB | docx | 2012/12/9 | 4/1956 | ¥3.00 |
96156 | Midas预应力混凝土连续箱梁分析算例 | qiaoliangbrg | 8,079KB | .ppt | 2012/12/7 | 7/1573 | ¥3.00 |
96146 | midas培训视频-梁桥抗震反应谱后处理5/5 | guogang662003 | 1,691KB | .rar | 2012/12/7 | 3/1546 | ¥2.00 |
96145 | midas培训视频-梁桥抗震反应谱后处理4/5 | guogang662003 | 20,000KB | .rar | 2012/12/7 | 3/1600 | ¥2.00 |
96144 | midas培训视频-梁桥抗震反应谱后处理3/5 | guogang662003 | 20,000KB | .rar | 2012/12/7 | 3/1736 | ¥2.00 |
96143 | midas培训视频-梁桥抗震反应谱后处理2/5 | guogang662003 | 20,000KB | .rar | 2012/12/7 | 3/1663 | ¥2.00 |
96142 | midas培训视频-梁桥抗震反应谱后处理1/5 | guogang662003 | 20,000KB | .rar | 2012/12/7 | 3/1459 | ¥2.00 |
96082 | 某主跨150m连续刚构桥梁博士计算文件 | vten1 | 109KB | .rar | 2012/12/5 | 0/1842 | ¥8.00 |
95966 | 基于ANSYS平台的斜拉桥调索方法研究 | 小小土豆 | 306KB | .rar | 2012/12/2 | 1/1854 | ¥2.00 |
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