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基于健康监测系统的大跨度连续刚构桥移动荷载识别

, PP. 95-104

Keywords: 桥梁工程,大跨度连续刚构桥,二元线性回归,移动荷载,健康监测,应变响应,小波分析

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Abstract:

？为了得到桥梁实际运营的车辆荷载,通过建立由健康监测系统测得的应变响应与移动荷载的线性回归方程,提出了一种能有效应用于大跨度连续刚构桥的移动荷载识别方法。首先利用小波变换的方法进行应变信号消噪处理|然后利用应变响应特征估算移动车辆过桥的时间和速度|最后建立移动荷载车重力与应变响应的二次线性回归方程。计算结果表明:该方法得到的计算车重力与实测车重力相比,误差率基本小于17%|结合标准车辆模型,可以得到车辆的轴重分布。

 References

[1]  CHEN Min.Current Situations of Studying the Distinguishing of Moving Load on Bridge[J] .North Transportation,2008(1):126-127.
[2]  朱军华,余 岭,陈敏中,等.移动荷载识别的一种快速算法[J] .长江科学院院报,2006,23(2):46-49.
[3]  ZHU Jun-hua,YU Ling,CHEN Min-zhong,et al.Fast Algorithm for Moving Force Identification[J] .Journal of Yangtze River Scientific Research Institute,2006,23(2):46-49.
[4]  YU Ling,ZHU Jun-hua,CHEN Min-zhong,et al.Moving Force Identification Based on Method of Moments[J] .Journal of Vibration Engineering,2006,19 (4):509-513.
[5]  陈震,余岭,朱军华.基于预处理共轭梯度法的桥梁移动荷载识别[J] .长江科学院院报,2008,25(2):69-71,83.
[6]  曹源,汪凤泉.精细积分方法的结构动态荷载识别研究[J] .应用科学学报,2006,24(5)：547-550.
[7]  侯秀慧,邓子辰,黄立新.基于精细积分方法的桥梁结构移动荷载识别[J] .振动与冲击,2007,26(9):142-145,154.
[8]  HOU Xiu-hui,DENG Zi-chen,HUANG Li-xin.Dynamic Moving Load Identification for Bridge Structures Based on Precise Integration Method[J] .Journal of Vibration and Shock,2007,26(9):142-145,154.
[9]  YUAN Xiang-rong,BU Jian-qing,MAN Hong-gao,et al.Function Approaching Method in Moving Load Identification[J] .Journal of Vibration and Shock,2000,19(1):58-60,70.
[10]  CHEN Feng,YUAN Xiang-rong,LI Ming.B-spline Function Approaching Method in Moving Force Identification[J] .Journal of Shijiazhuang Railway Institute,2003,16(1):11-14.
[11]  袁向荣.梁振动响应曲线滑动拟合法及在移动荷载识别中的应用[J] .噪声与振动控制,2006(3):42-43,69.
[12]  黄林,袁向荣.小波分析在桥上移动荷载识别中的应用[J] .铁道学报,2003,25(4):97-101.
[13]  HUANG Lin,YUAN Xiang-rong.Application of Wavelet Analysis in Identification of Moving Loads on a Bridge[J] .Journal of the China Railway Society,2003,25(4):97-101.
[14]  尤琼,史治宇,罗绍湘.基于小波有限元的移动荷载识别[J] .振动工程学报,2010,23(2):188-193.
[15]  YOU Qiong,SHI Zhi-yu,LUO Shao-xiang.Moving Force Identification Based on Wavelet Finite Element Method [J] .Journal of Vibration Engineering,2010,23(2):188-193.
[16]  李忠献,陈锋,王波.基于BP神经网络的桥上移动荷载分阶段识别方法[J] .工程力学,2008,25(9):85-92.
[17]  OJIO T,YAMADA K,SHINKAI H.BWIM Systems Using Truss Bridges[C] // RYALL M J,HARDING J E,PARKER G A R.Bridge Management Four:Inspection,Maintenance,Assessment and Repair.London:Thomas Telford Limited,2000:378-385.
[18]  徐立群.大跨径连续刚构桥健康监测概念设计及系统集成[D] .福州:福州大学,2008.
[19]  周伟,桂林，周林，等.MATLAB小波分析高级技术[M] .西安：西安电子科技大学出版社,2006.
[20]  庄楚强,何春雄.应用数理统计基础[M] .3版.广州：华南理工大学出版社,2006.
[21]  LI Jia-wei,XIA Zhang-hua,ZONG Zhou-hong.Analysis of Vehicle Loading Model of Expressway Bridges [J] .Highway,2010(7)：14-17.
[22]  陈 敏.桥上移动荷载识别问题的研究现状[J] .北方交通,2008(1):126-127.
[23]  LAW S S,CHEN T H T,ZHU X Q,et al.Regularization in Moving Force Identification[J] .Journal of Engineering Mechanics,2001,127(2):136-148.
[24]  余 岭,陈鸿天,罗绍湘.移动车载识别的两种解法及其试验验证[J] .长江科学院院报,2001,18(5):84-87.
[25]  YU Ling,CHEN Hong-tian,LUO Shao-xiang.Experimental Validation on Two Solutions to Moving Vehicle-axle Load Identification[J] .Journal of Yangtze River Scientific Research Institute,2001,18(5):84-87.
[26]  余岭,朱军华,陈敏中,等.基于矩量法的移动荷载识别[J] .振动工程学报,2006,19(4):509-513.
[27]  CHEN Zhen,YU Ling,ZHU Jun-hua.Moving Load Identification Based on Preconditioned Conjugate Gradient Method[J] .Journal of Yangtze River Scientific Research Institute,2008,25(2):69-71,83.
[28]  CAO Yuan,WANG Feng-quan.Dynamic Load Identification in Multi-freedom Structure Based on Precise Integration [J] .Journal of Applied Sciences,2006,24(5)：547-550.
[29]  袁向荣,卜建清,满红高,等.移动荷载识别的函数逼近法[J] .振动与冲击,2000,19(1):58-60,70.
[30]  陈锋,袁向荣,李明.移动荷载识别的B-样条函数逼近法[J] .石家庄铁道学院学报,2003,16(1):11-14.
[31]  YUAN Xiang-rong.Vibration Response Curve Moving Fitting Method and Moving Forces Identification[J] .Journal of Noise and Vibration Control,2006(3):42-43,69.
[32]  金虎,楼文娟,陈勇.基于自适应BP神经网络的桥梁结构荷载识别[J] .浙江大学学报:工学版,2005,39（10）：1596-1602.
[33]  JIN Hu,LOU Wen-juan,CHEN Yong.Load Identification for Bridge Structures Based on Sself-adaptive BP Neural Networks[J] .Journal of Zhejiang University:Engineering Science,2005,39（10）：1596-1602.
[34]  LI Zhong-xian,CHEN Feng,WANG Bo.A BP Neural Network-based Stage Identification Method for Moving Loads on Bridges[J] .Engineering mechanics,2008,25(9):85-92.
[35]  谭金华,陈惟珍,程飞.基于运营状态监测数据识别过桥车辆荷载[J] .桥梁建设,2006(1):22-24.
[36]  TAN Jin-hua,CHEN Wei-zhen,CHENG Fei.Identifying of Passing Vehicle Load Based on Information Obtained from Monitoring of Bridge Operation State[J] .Bridge Construction,2006(1):22-24.
[37]  XU Li-qun.Conceptual Design and System Integration of Health Monitoring of Long-span Continuous Rigid-frame Bridge[D] .Fuzhou:Fuzhou University,2008.
[38]  ZHOU Wei,GUI Lin,ZHOU Lin,et al.Advanced Analysis Technique with Wavelets in MATLAB[M] .Xi'an:Xidian University Press,2006.
[39]  ZHUANG Chu-qiang,HE Chun-xiong.Element of Application Mathematical Statistic[M] .3rd ed.Guangzhou：South China University of Technology Press,2006.
[40]  李嘉维,夏樟华,宗周红.高速公路桥梁车辆荷载模型分析[J] .公路,2010(7)：14-17.

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