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基于风-车-桥(线)耦合振动的风屏障防风效果研究
  • ISSN号:1000-131X
  • 期刊名称:《土木工程学报》
  • 时间:0
  • 分类:TU318[建筑科学—结构工程] U238[交通运输工程—道路与铁道工程]
  • 作者机构:[1]西南交通大学,四川成都610031
  • 相关基金:国家自然科学基金(U1334201,51278434),四川省科技支撑计划(2011GZ0240)
中文摘要:

为考察风屏障的防风效果,通过风洞试验测试平地路基、高路堤、桥梁三种典型线路上设置不同风屏障情况下车辆的气动力系数,采用风-车-桥(线)耦合振动的分析方法研究车辆的动态响应,讨论风屏障高度、车辆线路位置及线路构造形式等因素的影响。结果表明,风屏障可有效地降低强风作用下车辆的响应,平地路基上设置2.05m风屏障时,车辆运行的瞬时临界风速可达50m/s;车辆的轮重减载率、倾覆系数及竖向加速度对车辆线路位置较为敏感;线路构造形式对背风侧车辆响应影响较大,风屏障高度相同时,高路堤上的防风效果较好。

英文摘要:

In order to investigate the wind shielding effect of wind screens for wind-vehicle-bridge (lines) systems, the aerodynamic coefficients of vehicle were measured by wind tunnel tests, in which different wind screens were respectively installed on three typical railway forms including flat lands, high embankments and bridges, The dynamic responses of vehicles were investigated by the coupling vibration analysis of wind-vehicle-bridges (lines) systems, The influence of wind screen height, vehicle rail position and infrastructures type was discussed to indicate the effect of wind screens. The results show that the response of vehicle under the action of strong crosswind can be significantly reduced by wind screens, and the transient critical wind speed for flat ground railway is up to SOm! s when the height of wind screen is 2.0Sm. The wheel unloading rate, overturning coefficient and vertical acceleration of vehicles are more sensitive to the position of vehicle, and the response of vehicle along windward rail is larger than that of leeward rail. The type of infrastructure has a greater effect on the leeward vehicle response. The wind shielding effect of wind screen installed on high embankment railway is better when the height of wind screen is similar.

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期刊信息
  • 《土木工程学报》
  • 北大核心期刊(2011版)
  • 主管单位:这么住房和城乡建设部
  • 主办单位:中国土木工程学会
  • 主编:袁驷
  • 地址:北京三里河路9号建设部内
  • 邮编:100835
  • 邮箱:tumuxuebao@263.net
  • 电话:010-58934211 58933912
  • 国际标准刊号:ISSN:1000-131X
  • 国内统一刊号:ISSN:11-2120/TU
  • 邮发代号:2-582
  • 获奖情况:
  • 国内外数据库收录:
  • 荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:40506