| 京包高速公路上地斜拉桥自振特性反应分析 |
| |
| 引用本文： | 钱鼎,梁世成,王雪来,杜长鹏,许雪鑫,刘米多.京包高速公路上地斜拉桥自振特性反应分析[J].电子测试,2017(1). |
| |
| 作者姓名： | 钱鼎 梁世成 王雪来 杜长鹏 许雪鑫 刘米多 |
| |
| 作者单位： | 北方工业大学土木工程学院,北京,100043 |
| |
| 基金项目： | 由北京市大学生科学研究与创业行动计划 |
| |
| 摘 要： | 包高速公路工程上地斜拉桥为五跨连续独塔单索面预应力混凝土斜拉桥,利用ANSYS有限元分析软件对该桥进行了多种工况下的承载能力分析,并对该桥进行了地震反应分析.经分析及验算表明本设计计算方法正确且内力分布合理,符合设计任务要求.
|
| 关 键 词： | 斜拉桥 抗震分析 结构设计 动力特性分析 |
The Reaction analysis Of Self - vibration characteristics of cable - staye d bridge on Beijing -Baotou expressway |
| |
| Qian Ding,Liang Shicheng,Wang Xuelai,Du Changpeng,Xu Xuexin,Liu Miduo.The Reaction analysis Of Self - vibration characteristics of cable - staye d bridge on Beijing -Baotou expressway[J].Electronic Test,2017(1). |
| |
| Authors: | Qian Ding Liang Shicheng Wang Xuelai Du Changpeng Xu Xuexin Liu Miduo |
| |
| Abstract: | The highway engineering cable-stayed bridge is a five span continuous cable-stayed bridge with single tower. The bridge bearing capacity was analyzed under various conditions using ANSYS. The analysis and calculation show that the design calculation method is correct and the internal force distribution is reasonable, and it is in accordance with the design requirements. |
| |
| Keywords: | cable stayed bridge seismic analysis dynamic performance |
| 本文献已被 万方数据 等数据库收录！ |
|
