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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) |
| 83156 | 参数化编程实现预应力精确模拟 | zhangdongdong | 613KB | .pdf | 2011/11/28 | 21/1505 | ￥0.00 |
| 83104 | 连续梁论文55篇II(3/3) | qlycnki | 1,850KB | .rar | 2011/11/26 | 5/1392 | ￥1.00 |
| 83103 | 连续梁论文55篇II(2/3) | qlycnki | 10,000KB | .rar | 2011/11/26 | 5/1471 | ￥2.00 |
| 83101 | 连续梁论文55篇II(1/3) | qlycnki | 10,000KB | .rar | 2011/11/26 | 5/1594 | ￥2.00 |
| 83072 | 连续板桥论文9篇 | yongheng52065 | 2,104KB | .rar | 2011/11/25 | 1/809 | ￥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 | 4/2069 | ￥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 | 0/1490 | ￥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 | 0/2395 | ￥4.00 |
| 83003 | 正交异性桥面板的局部分析 | vten1 | 1,204KB | .pdf | 2011/11/24 | 0/1910 | ￥4.00 |
| 82991 | 连续梁论文55篇I(3/3) | qlycnki | 3,304KB | .rar | 2011/11/24 | 4/1285 | ￥2.00 |
| 82990 | 连续梁论文55篇I(2/3) | qlycnki | 11,000KB | .rar | 2011/11/24 | 4/1325 | ￥2.00 |
| 82989 | 连续梁论文55篇I(1/3) | qlycnki | 11,000KB | .rar | 2011/11/24 | 4/1461 | ￥2.00 |
| 82865 | 连续梁论文61篇(3/3) | qlycnki | 10,777KB | .rar | 2011/11/22 | 6/1125 | ￥2.00 |
| 82864 | 连续梁论文61篇(2/3) | qlycnki | 12,500KB | .rar | 2011/11/22 | 6/1006 | ￥2.00 |
| 82863 | 连续梁论文61篇(1/3) | qlycnki | 12,500KB | .rar | 2011/11/22 | 6/1141 | ￥2.00 |
| 82860 | 新建道路对某大桥桩基影响分析 | zhangjinjuan-1 | 449KB | .pdf | 2011/11/22 | 0/1750 | ￥4.00 |
| 82796 | 某高速公路吉奥生态挡墙技术的应用 | boark2006 | 94KB | .doc | 2011/11/19 | 1/1893 | ￥4.00 |
| 82783 | 试论公路工程地质勘察报告的编写工作 | 936759961 | 31KB | .doc | 2011/11/19 | 0/1894 | ￥2.00 |
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