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列车引起环境振动预测方法与不确定性研究进展
引用本文:马蒙,刘维宁,刘卫丰.列车引起环境振动预测方法与不确定性研究进展[J].交通运输工程学报,2020,20(3):1-16.
作者姓名:马蒙  刘维宁  刘卫丰
作者单位:北京交通大学 土木建筑工程学院, 北京 100044
摘    要:系统总结了列车运行引起环境振动的各类预测方法及其不确定性问题, 梳理了初步预测、确认预测和精准预测3个预测等级内各种方法和模型近10年来的发展状况; 讨论了模型输入参数的随机不确定性, 包括车辆之间差异、轮轨磨耗以及预测模型中输入地层参数等带来的不确定性; 根据新的测试结果分析了车轮和钢轨磨耗状态对地铁振动源强不确定性的影响。研究结果表明: 机器学习方法和地层传递函数解析法可用于初步预测阶段; 用于确认预测的各类数值和解析模型日益完善, 预测效率日益提高, 但考虑车轮和钢轨磨耗发展的轮轨激励输入方法仍有待进一步完善, 仍需进一步发展振动传递路径清晰且可用于工程预测的建筑结构动力学模型; 精准预测需要发展混合预测方法并研究其在地下线振动预测中的应用; 目前对预测结果精准性和预测方法可靠性的研究十分欠缺, 绝大多数预测只能给出定值结果, 无法考虑轮轨磨耗、养护管理水平和振动在地层中传播的不确定性; 建议进一步开发具有远程智能离线采样功能, 并可在建筑结构上长期便捷安装的小型振动采集装置, 以便与机器学习预测方法相结合, 从而适应未来智能化预测的发展要求; 建议发展能够描述钢轨短波磨耗状态等级和车轮不圆顺等级的粗糙度谱, 构建完整养护维修周期内环境振动动态预测模型; 应发展具有可靠性及精准度要求的智能化预测方法, 并在未来实现由定值预测向概率预测发展的根本性转变。 

关 键 词:地铁    环境振动    振动预测    数值模型    不确定性
收稿时间:2020-03-29

Research progresses of prediction method and uncertainty of train-induced environmental vibration
MA Meng,LIU Wei-ning,LIU Wei-feng.Research progresses of prediction method and uncertainty of train-induced environmental vibration[J].Journal of Traffic and Transportation Engineering,2020,20(3):1-16.
Authors:MA Meng  LIU Wei-ning  LIU Wei-feng
Institution:School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
Abstract:Various prediction methods and their uncertainty problems for the train-induced environmental vibration were summarized systematically. Various methods and models developed in the recent decade were summarized in three prediction classes such as the scoping prediction, determined prediction and detail prediction. The stochastic uncertainty of model input parameters was discussed, including the uncertainties caused by the difference between trains, the wheel and rail wear growth, and the input soil parameters in the prediction model. Based on the new measurement results, the influence of wheel and rail wear state on the uncertainty of vibration source intensity of metro was analyzed. Research result indicates that the machine learning method and analytical transfer function method of soil layers can be employed in the scoping prediction stage. In the determined prediction stage, various numerical and analytical models improve gradually, and their prediction efficiencies increase gradually. However, the wheel-rail excitation input method considering the developments of wheel and rail wear still needs to be further improved. The dynamics model of building structure with clear vibration propagation path and for the engineering prediction should still be further developed. In the detail prediction, the hybrid prediction method needs to be developed, and the application on the vibration prediction for underground metro lines should be investigated. Up to now, there is lack of researches on the accuracy and precision of prediction result and the reliability of prediction method. Most predictions can only provide results with determined values. The uncertainties of wheel and rail wear, operation maintenance level and vibration propagation in the soil layers cannot be considered. It is suggested to further develop the micro vibration acquisition device with remote intelligent offline sampling function, and it can be permanently installed on the building structures, so as to combine this technique with the machine learning method to adapt to the development requirements of intelligent prediction in future. It is suggested to develop the roughness spectrum that can describe the rail short-wave wear state grade and wheel out-of-round grade, and establish a dynamic environmental vibration prediction model in a whole maintenance and repair cycle. The intelligent prediction method with reliability and accuracy requirements should be developed, and the prediction should be fundamentally changed from the fixed value prediction to the probability prediction in future. 
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