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| 标题 |
| 宜昌长江公路大桥悬索桥动力试验和计算研究(23 卷) |
| 英文标题 |
| Suspention Bridge Dynamic Test of Yichang Yangtiz River Highway Bridge and Its Calculation |
| 摘要 |
| 试验研究宜昌长江公路大桥悬索桥的自振特性,采用全桥结构的组合有限单元模型理论计算桥梁自振特性,给出自振模态计算结果的图示,并比较实测结果和理论计算结果。在车辆行车速度小于5 km·h-1时,实测主梁L/8和跨中截面的动应变影响线和动挠度影响线。无障碍行车试验采用车 |
| 作者 |
| 新闻作者:郑凯锋,夏招广,佘川 |
| 关键字 |