高速公路桥梁在交通荷载作用下的动力响应统计与分析

王涛;韩万水;黄平明

振动与冲击 ›› 2012, Vol. 31 ›› Issue (20) : 116-120.

PDF(4107 KB)
PDF(4107 KB)
振动与冲击 ›› 2012, Vol. 31 ›› Issue (20) : 116-120.
论文

高速公路桥梁在交通荷载作用下的动力响应统计与分析

  • 王涛,韩万水,黄平明
作者信息 +

Testing and Statistics Analysis on Dynamic Response of Expressway Bridge under Various Vehicles

  • WANG Tao, HAN Wan-shui, Huang Ping-ming
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文章历史 +

摘要

车辆行驶引起的桥梁振动的动力响应数据是车桥耦合振动分析中重要参数。文中采用超声波测速仪、录像机及桥梁动态测试仪同人工记录相结合的方法对高速公路交通荷载各要素进行24小时连续、全面调查,采集了8片梁的5650单车过桥的动响应数据,研究了总交通荷载调查样本中不同梁体的动响应数据的统计规律,然后按车型分类对采集的动力响应数据进行详细细致的统计分析,全面分析了高速公路交通荷载车辆过桥引起的桥梁动力响应的时空分布规律。研究结论能够给车桥耦合振动研究及相关研究提供有益的理论指导和数据支持。

Abstract

The dynamic response of the bridge under the traffic flowing is one of vital parameters for the vehicle-bridge coupling vibration analysis. In this paper, a methodology, employing the radar speed gun, the video recorder, and the dynamic strain tester in combination with manually recording is used to continuously and detailed investigate the traffic loads on the expressway bridge within 24 hours a day. In this investigation, firstly the dynamic responses of 8 pieces of beams of the bridge under 5650 individual vehicles driving through the bridge are recorded, secondly statistics analysis are made for the record of each girder, then in conjunction with the investigated traffic flowing samples, in terms of the vehicle type, some detailed statistics study is conducted on the collected records, and finally the space-time distribution laws of the dynamic response of the bridge under the traffic flowing are studied extensively. The result of this study could provide helpful theoretic guidance and supporting data for the vehicle-bridge coupling vibration research.

关键词

高速公路 / 交通荷载调查 / 动力响应 / 多峰分布

Key words

Expressway bridge / Traffic loading / Dynamic response / Trimodal distribution

引用本文

导出引用
王涛;韩万水;黄平明. 高速公路桥梁在交通荷载作用下的动力响应统计与分析[J]. 振动与冲击, 2012, 31(20): 116-120
WANG Tao;HAN Wan-shui;Huang Ping-ming. Testing and Statistics Analysis on Dynamic Response of Expressway Bridge under Various Vehicles[J]. Journal of Vibration and Shock, 2012, 31(20): 116-120

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