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城市交通诱发地面振动测试时域分析
引用本文:叶茂,任珉,谭平,周福霖.城市交通诱发地面振动测试时域分析[J].环境科学与技术,2011(Z2):196-200.
作者姓名:叶茂  任珉  谭平  周福霖
作者单位:广州大学-淡江大学工程结构灾害与控制联合研究中心广州大学;广州大学抗震中心
基金项目:国家自然科学基金(50578046);广东省自然科学基金(5001878);广东省高等学校科技创新团队项目(06CXTD007)
摘    要:针对日益严重的城市交通所引起的环境振动问题,主要基于广州火车站附近高架路诱发沿线地面振动的现场实测,并包括动车组通过时的测试,通过对实测数据进行深入分析,总结出高架路诱发环境振地的传播规律,在最小二乘准则条件下,提出了更加符合环境振动实际传播特征的衰减经验公式。分析结果表明:竖向振动幅值高出水平向较多,在评价环境振动时,应以竖向振动为主;高架路诱发环境振动和动车组诱发环境振动均呈现脉冲响应特征;高架路诱发环境振动随距桥墩距离增加,脉冲响应特征快速消失,而动车组诱发环境振动的这个特征则相对不明显;存在局部振动放大区域;相比传统经验衰减公式,本文提出的环境振动经验衰减公式更能反映实际环境振动波的传播特点。

关 键 词:交通工程  高架桥  动车组  环境振动  最小二乘准则  经验公式

In Situ Measurement and Analysis for Environmental Vibration Induced by Urban Traffic in Time Domain
YE Mao,REN Min,TAN Ping,ZHOU Fu-lin.In Situ Measurement and Analysis for Environmental Vibration Induced by Urban Traffic in Time Domain[J].Environmental Science and Technology,2011(Z2):196-200.
Authors:YE Mao  REN Min  TAN Ping  ZHOU Fu-lin
Institution:1,2 (1.Guangzhou University-Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control,Guangzhou University,Guangzhou 51006,China; 2.Earthquake Engineering Research and Test Center,Guangzhou University,Guangzhou 510006,China)
Abstract:To study increasingly severe vibrations problem induced by urban traffic,field tests of ground vibration were carried out nearby an elevated bridge at GuangZhou railway station,including during a train-set moving.Based on the test data,the propagation laws of environmental vibration were summarized.The mathematical statistics method under the criterion of least-squares was employed to establish the empirical attenuation formula of vertical ground vibration.It is shown that the vertical ground vibration amplitude is much higher than the horizontal one.So the vertical vibration is the most insignificant aspect on evaluation the environmental vibration on ground.The ground vibration induced by the elevated bridge and the train-set all have the characteristic of impulse.Compared to the ground vibration induced by train-set,the characteristics of impulse for ground vibration induced by elevated bridge disappeared more quickly.There is a local amplification region when the vibration induced by urban traffic propagates.Compared to the traditional empirical attenuation formula of ground vibration,the empirical attenuation formula proposed by the author can reflect the actual attenuation characteristics of the ground vibration induced by urban traffic.
Keywords:traffic engineering  elevated bridge  train-set  environmental vibration  the least-square method  empirical formula
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