| 斜拉索线形设计 |
| |
| 引用本文： | 梁秦红.斜拉索线形设计[J].山西建筑,2009,35(5). |
| |
| 作者姓名： | 梁秦红 |
| |
| 作者单位： | 武汉铁路桥梁学校,湖北,武汉,430052 |
| |
| 摘 要： | 对现有拉索线形计算理论进行了研究,系统的给出了不同精度斜拉索线形参数求解公式,计算了梁济运河大桥斜拉索的设计线形,对比分析了其线形参数的精度,得出对于200m左右跨径的斜拉桥可采用无弹性理论计算斜拉索线形的结论.
|
| 关 键 词： | 斜拉桥 斜拉索 线形设计 参数方程 |
On the alignment design of the stay cable |
| |
| LIANG Qin-hong.On the alignment design of the stay cable[J].Shanxi Architecture,2009,35(5). |
| |
| Authors: | LIANG Qin-hong |
| |
| Abstract: | The paper researches the calculation theory of the current stay cable,provides the formula of the linear parameter of the stay cables with different accuracies,calculates the design line of the stay cable of the Liangji canal bridge,compares and analyzes the accuracy of the linear parameter,and concludes the stay cable with the span of more than 200 meters can make use of the inelasticity theory to calculate the linear of the stay cable. |
| |
| Keywords: | stay cable bridge stay cable linear design parameter formula |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
