首页> 外文会议>ICCEHB 2011;International Conference on Civil Engineering >Experimental Study on the Dynamic Performance of Long-spans Railway Steel Box-section Beam Tied Arch Bridge with Ballastless Track
【24h】

Experimental Study on the Dynamic Performance of Long-spans Railway Steel Box-section Beam Tied Arch Bridge with Ballastless Track

机译:长跨跨跨铁路钢箱剖面梁拱桥与无碴轨道的实验研究

获取原文

摘要

In order to test the dynamic performance of long-span steel box-section arch bridge, the experimental study on the dynamic Performance of the 140m steel box-section tied arch bridge over the Ting Si River Bridge in the Wuhan-Guangzhou Passenger Dedicated Line is carried out. When the CRH2 EMU runs across the steel box-section arch bridge in different speeds, the tested results of the bridge dynamic responses show that the lateral and vertical stiffness are larger, the vertical and lateral natural frequencies and the other dynamic performances of the bridge can meet the requirements of the relevant norms. The bridge structure can meet the security requirements when CRH2 EMU runs on it in the speed of 250 to 350km/h.
机译:为了测试长跨度钢箱拱桥的动态性能,实验研究了140米钢箱段的动态性能绑在武汉 - 广州客运专线的泰西河桥拱桥上 执行。 当CRH2 EMU以不同的速度跨越钢箱部分拱桥时,桥梁动力响应的测试结果表明,横向和垂直刚度较大,垂直和横向自然频率和桥梁的其他动态性能 符合相关规范的要求。 当CRH2 EMU以250至350km / h的速度运行时,桥式结构可以满足安全要求。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号