| 连续刚构梁0号块受力分析 |
| |
| 引用本文： | 田新明.连续刚构梁0号块受力分析[J].科技情报开发与经济,2007,17(16):260-261. |
| |
| 作者姓名： | 田新明 |
| |
| 作者单位： | 中铁太原勘察设计咨询院有限公司,山西太原,030002 |
| |
| 摘 要： | 计算了连续刚构桥的0号块在复杂荷载下的受力模式,对结构进行了优化,并总结了其受力特征。
|
| 关 键 词： | 连续刚构桥 复杂荷载 受力分析 |
| 文章编号： | 1005-6033（2007）16-0260-02 |
| 收稿时间： | 2007-05-08 |
| 修稿时间： | 2007-05-08 |
Stress Analysis on the Segment No.0 of the Continuous Rigid-framed Girder |
| |
| TIAN Xin-ming.Stress Analysis on the Segment No.0 of the Continuous Rigid-framed Girder[J].Sci-Tech Information Development & Economy,2007,17(16):260-261. |
| |
| Authors: | TIAN Xin-ming |
| |
| Affiliation: | TIAN Xin-ming |
| |
| Abstract: | This paper calculates the stress mode of the segment No.0 of the continuous rigid-framed bridge under the complex load, optimizes the structure, and sums up its stress characteristics. |
| |
| Keywords: | continuous rigid-framed bridge complex load stress analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
