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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) |
| 83213 | S形曲线超高过渡段超高值计算模型 | ganyueqiang | 96KB | .pdf | 2011/11/30 | 1/2825 | ￥2.00 |
| 83200 | 预应力平面曲线梁钢索侧向崩出的探讨 | qiaoliangbrg | 144KB | .pdf | 2011/11/29 | 4/1807 | ￥2.00 |
| 83194 | 连续梁论文55篇III(3/3) | qlycnki | 2,598KB | .rar | 2011/11/29 | 3/840 | ￥1.00 |
| 83193 | 连续梁论文55篇III(2/3) | qlycnki | 10,000KB | .rar | 2011/11/29 | 3/861 | ￥2.00 |
| 83190 | 连续梁论文55篇III(1/3) | qlycnki | 10,000KB | .rar | 2011/11/29 | 3/978 | ￥2.00 |
| 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 | 41/1816 | ￥0.00 |
| 83178 | 圆截面抗滑桩非均布配筋计算方法 | yueshanghun | 140KB | .pdf | 2011/11/28 | 0/2354 | ￥2.00 |
| 83156 | 参数化编程实现预应力精确模拟 | zhangdongdong | 613KB | .pdf | 2011/11/28 | 21/1574 | ￥0.00 |
| 83104 | 连续梁论文55篇II(3/3) | qlycnki | 1,850KB | .rar | 2011/11/26 | 5/1454 | ￥1.00 |
| 83103 | 连续梁论文55篇II(2/3) | qlycnki | 10,000KB | .rar | 2011/11/26 | 5/1530 | ￥2.00 |
| 83101 | 连续梁论文55篇II(1/3) | qlycnki | 10,000KB | .rar | 2011/11/26 | 5/1644 | ￥2.00 |
| 83072 | 连续板桥论文9篇 | yongheng52065 | 2,104KB | .rar | 2011/11/25 | 1/841 | ￥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 | 4/2133 | ￥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 | 0/1558 | ￥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 | 0/2476 | ￥4.00 |
| 83003 | 正交异性桥面板的局部分析 | vten1 | 1,204KB | .pdf | 2011/11/24 | 0/1965 | ￥4.00 |
| 82991 | 连续梁论文55篇I(3/3) | qlycnki | 3,304KB | .rar | 2011/11/24 | 4/1354 | ￥2.00 |
| 82990 | 连续梁论文55篇I(2/3) | qlycnki | 11,000KB | .rar | 2011/11/24 | 4/1388 | ￥2.00 |
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