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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) |
| 83182 | 浅谈建筑混凝土结构中常见裂缝问题 | 张家辉 | 33KB | .doc | 2011/11/28 | 41/1856 | ￥0.00 |
| 83178 | 圆截面抗滑桩非均布配筋计算方法 | yueshanghun | 140KB | .pdf | 2011/11/28 | 0/2399 | ￥2.00 |
| 83156 | 参数化编程实现预应力精确模拟 | zhangdongdong | 613KB | .pdf | 2011/11/28 | 21/1609 | ￥0.00 |
| 83104 | 连续梁论文55篇II(3/3) | qlycnki | 1,850KB | .rar | 2011/11/26 | 5/1491 | ￥1.00 |
| 83103 | 连续梁论文55篇II(2/3) | qlycnki | 10,000KB | .rar | 2011/11/26 | 5/1568 | ￥2.00 |
| 83101 | 连续梁论文55篇II(1/3) | qlycnki | 10,000KB | .rar | 2011/11/26 | 5/1690 | ￥2.00 |
| 83072 | 连续板桥论文9篇 | yongheng52065 | 2,104KB | .rar | 2011/11/25 | 1/870 | ￥10.00 |
| 83015 | 关于互通式立交设计应注意的一些问题 | tianxiz | 205KB | .pdf | 2011/11/25 | 4/2167 | ￥2.00 |
| 83005 | 钢桥特厚钢板焊接应力动态数值模拟分析 | vten1 | 2,555KB | .pdf | 2011/11/24 | 0/1597 | ￥4.00 |
| 83004 | 钢箱梁正交异性板桥面局部应力计算与比较 | vten1 | 1,170KB | .pdf | 2011/11/24 | 0/2514 | ￥4.00 |
| 83003 | 正交异性桥面板的局部分析 | vten1 | 1,204KB | .pdf | 2011/11/24 | 0/2004 | ￥4.00 |
| 82991 | 连续梁论文55篇I(3/3) | qlycnki | 3,304KB | .rar | 2011/11/24 | 4/1380 | ￥2.00 |
| 82990 | 连续梁论文55篇I(2/3) | qlycnki | 11,000KB | .rar | 2011/11/24 | 4/1421 | ￥2.00 |
| 82989 | 连续梁论文55篇I(1/3) | qlycnki | 11,000KB | .rar | 2011/11/24 | 4/1553 | ￥2.00 |
| 82865 | 连续梁论文61篇(3/3) | qlycnki | 10,777KB | .rar | 2011/11/22 | 6/1206 | ￥2.00 |
| 82864 | 连续梁论文61篇(2/3) | qlycnki | 12,500KB | .rar | 2011/11/22 | 6/1091 | ￥2.00 |
| 82863 | 连续梁论文61篇(1/3) | qlycnki | 12,500KB | .rar | 2011/11/22 | 6/1227 | ￥2.00 |
| 82860 | 新建道路对某大桥桩基影响分析 | zhangjinjuan-1 | 449KB | .pdf | 2011/11/22 | 0/1871 | ￥4.00 |
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