...
首页> 外文期刊>Wind & structures >Aerodynamic effect of wind barriers and running safety of trains on high-speed railway bridges under cross winds
【24h】

Aerodynamic effect of wind barriers and running safety of trains on high-speed railway bridges under cross winds

机译:高速铁路桥梁在侧风下的空气屏障的气动效应和列车的运行安全。

获取原文
获取原文并翻译 | 示例
           

摘要

For high-speed railways (HSR) in wind prone regions, wind barriers are often installed on bridges to ensure the running safety of trains. This paper analyzes the effect of wind barriers on the running safety of a high-speed train to cross winds when it passes on a bridge. Two simply-supported (S-S) PC bridges in China, one with 32 m box beams and the other with 16 m trough beams, are selected to perform the dynamic analyses. The bridges are modeled by 3-D finite elements and each vehicle in a train by a multi-rigid-body system connected with suspension springs and dashpots. The wind excitations on the train vehicles and the bridges are numerically simulated, using the static tri-component coefficients obtained from a wind tunnel test, taking into account the effects of wind barriers, train speed and the spatial correlation with wind forces on the deck. The whole histories of a train passing over the two bridges under strong cross winds are simulated and compared, considering variations of wind velocities, train speeds and without or with wind barriers. The threshold curves of wind velocity for train running safety on the two bridges are compared, from which the windbreak effect of the wind barrier are evaluated, based on which a beam structure with better performance is recommended.
机译:对于易风地区的高速铁路(HSR),通常在桥梁上安装挡风板以确保火车的运行安全。本文分析了障碍物对高速列车在桥梁上穿越风时行车安全的影响。在中国,选择了两座简支(S-S)PC桥来进行动力分析,其中一桥具有32 m的箱形梁,另一桥具有16 m的槽形梁。桥梁由3-D有限元建模,火车中的每辆车均由与悬架弹簧和减震器连接的多刚体系统建模。使用从风洞试验获得的静态三分量系数,在考虑了挡风板,列车速度以及与甲板上的风力之间的空间相关性的情况下,使用在风洞试验中获得的静态三分量系数对列车车辆和桥梁上的风激励进行了数值模拟。考虑到风速,列车速度的变化以及有无风障或有风障的情况,模拟并比较了在强风作用下经过两座桥梁的火车的整个历史。比较了两座桥梁上列车运行安全的风速阈值曲线,从中评估了挡风板的防风效果,并据此推荐了性能更好的梁结构。

著录项

  • 来源
    《Wind & structures》 |2015年第2期|213-236|共24页
  • 作者单位

    Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China|Beijing Key Lab Struct Wind Engn & Urban Wind Env, Beijing 100044, Peoples R China|KTH Royal Inst Technol, Div Struct Engn & Bridges, SE-10044 Stockholm, Sweden;

    Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China|Beijing Key Lab Struct Wind Engn & Urban Wind Env, Beijing 100044, Peoples R China;

    KTH Royal Inst Technol, Div Struct Engn & Bridges, SE-10044 Stockholm, Sweden;

    Dalian Maritime Univ, Inst Rd & Bridge Engn, Dalian 116026, Peoples R China;

    Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    high-speed railway; cross winds; dynamic analysis; simply-supported beam bridge; wind barrier; windbreak effect; running safety;

    机译:高速铁路;横风;动力分析;简支梁桥;挡风板;防风效果;行驶安全性;

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