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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) |
| 66261 | ★京新高速集呼段新办法可研报告(2/2) | 沙柳 | 15,127KB | .rar | 2010/8/18 | 9/2528 | ￥20.00 |
| 66260 | ★京新高速集呼段新办法可研报告(1/2) | 沙柳 | 18,214KB | .rar | 2010/8/18 | 9/3578 | ￥20.00 |
| 66259 | 89+170+89m连续梁中英文图及计算书(3/3) | bridgedesigner | 6,999KB | .rar | 2010/8/18 | 5/2759 | ￥40.00 |
| 66258 | 89+170+89m连续梁中英文图及计算书(2/3) | bridgedesigner | 15,728KB | .rar | 2010/8/18 | 4/2489 | ￥60.00 |
| 66257 | ★89+170+89m连续梁中英文图及计算书(1/3) | bridgedesigner | 15,728KB | .rar | 2010/8/18 | 4/4586 | ￥60.00 |
| 66254 | 客专40+64+40m连续梁及桥博计算文件 | swust20044040 | 4,639KB | .rar | 2010/8/18 | 3/4434 | ￥60.00 |
| 66252 | 120系杆拱桥桥博文件 | swust20044040 | 27KB | .rar | 2010/8/18 | 4/2788 | ￥6.00 |
| 66251 | 连续刚构49+88+49m桥博模型 | swust20044040 | 8KB | .rar | 2010/8/18 | 0/2618 | ￥5.00 |
| 66250 | 杭州地铁40+65+40m连续梁桥博计算 | swust20044040 | 1,333KB | .rar | 2010/8/18 | 1/2818 | ￥5.00 |
| 66236 | 有限元简明教程 | cjtielu | 1,174KB | .pdf | 2010/8/18 | 2/1174 | ￥6.00 |
| 66235 | 焊接残余应力的产生与消除2004版 | cjtielu | 9,604KB | .pdf | 2010/8/18 | 2/2235 | ￥6.00 |
| 66233 | 预应力连续弯箱梁的侧向位移研究(硕士) | cjtielu | 2,440KB | .kdh | 2010/8/18 | 3/2585 | ￥6.00 |
| 66231 | ★25+2x35+25m曲线连续顶推钢箱梁施工图 | cjtielu | 2,612KB | .rar | 2010/8/18 | 10/4898 | ￥16.00 |
| 66230 | 2010第六届预应力结构会议论文集(10/10) | qiaoliangbrg | 1,902KB | .rar | 2010/8/18 | 4/1644 | ￥2.00 |
| 66229 | 2010第六届预应力结构会议论文集(9/10) | qiaoliangbrg | 15,000KB | .rar | 2010/8/18 | 4/1419 | ￥2.00 |
| 66228 | 2010第六届预应力结构会议论文集(8/10) | qiaoliangbrg | 15,000KB | .rar | 2010/8/18 | 4/1595 | ￥2.00 |
| 66227 | 2010第六届预应力结构会议论文集(7/10) | qiaoliangbrg | 15,000KB | .rar | 2010/8/18 | 4/1638 | ￥2.00 |
| 66226 | 2010第六届预应力结构会议论文集(6/10) | qiaoliangbrg | 15,000KB | .rar | 2010/8/18 | 4/1377 | ￥2.00 |
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