基于多速率卡尔曼滤波方法的位移和加速度数据融合

赖韬; 伊廷华; 王健宇; 林友新; 李宏男

doi:10.13409/j.cnki.jdpme.2012.06.010

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基于多速率卡尔曼滤波方法的位移和加速度数据融合

汶川地震考察与研究 | 更新时间：2025-12-11

- 基于多速率卡尔曼滤波方法的位移和加速度数据融合
- Data Fusion of Displacement and Acceleration Measurements Based on Multi-rate Kalman Filtering Technique
- 防灾减灾工程学报 2012年32卷第6期页码：707-713
- 作者机构：
- 作者简介：
- 基金信息：
  
  国家自然科学基金委创新研究群体基金项目（51121005）;国家自然科学基金项目（51178083）;教育部新世纪优秀人才支持计划项目（NCET-10-0287）;辽宁省自然科学基金项目（201102030）资助
- DOI：10.13409/j.cnki.jdpme.2012.06.010
  中图分类号： U317
- 纸质出版：2012
- 稿件说明：
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[1]赖韬,伊廷华,王健宇,林友新,李宏男.基于多速率卡尔曼滤波方法的位移和加速度数据融合[J].防灾减灾工程学报,2012,32(06):707-713.

赖韬, 伊廷华, 王健宇, et al. Data Fusion of Displacement and Acceleration Measurements Based on Multi-rate Kalman Filtering Technique[J]. 2012, 32(6): 707-713.
[1]赖韬,伊廷华,王健宇,林友新,李宏男.基于多速率卡尔曼滤波方法的位移和加速度数据融合[J].防灾减灾工程学报,2012,32(06):707-713. DOI： 10.13409/j.cnki.jdpme.2012.06.010.

赖韬, 伊廷华, 王健宇, et al. Data Fusion of Displacement and Acceleration Measurements Based on Multi-rate Kalman Filtering Technique[J]. 2012, 32(6): 707-713. DOI： 10.13409/j.cnki.jdpme.2012.06.010.

摘要

为了尽可能地利用加速度传感器和位移传感器中的冗余信息、提高振动实测数据的精度

将结构同一位置的加速度和位移观测值进行数据融合处理

提出了一种基于维纳过程加速度模型的多速率卡尔曼滤波数据融合方法。首先给出了基于维纳过程的多速率卡尔曼滤波数融合模型;然后在加速度和位移观测值的基础上

通过多速率卡尔曼滤波数据融合得到位移、速度以及加速度的的最优估计

并对融合结果进行卡尔曼平滑处理

进一步提高了状态估计准确性;最后数值分析了不同噪声水平和采样频率比对融合算法的影响

而且与相关文献的结果作了对比分析。结果表明

本文方法合理有效且具有一定的噪声鲁棒性。

Abstract

In order to exploit the inherent redundancy in the displacement transducer and accelerometer information

the collocated displacement and acceleration measurements are integrated

which may improve the accuracy of the vibration test data.An multi-rate Kalman filtering data fusion method for displacement and acceleration measurements based on Wiener process acceleration model is investigated.At the beginning

the multi-rate Kaman filtering data fusion model is introduced

then the optimal estimation for the displacement

velocity as well as acceleration are obtained based on the displacement and acceleration measurements.In addition

Kalman filtering smoothing step could yield the improved estimation accuracy.In the end

the effects of noise level and sampling rate ratio are investigated with comparison to the reference 1

which shows the effectiveness and noise robustness of the method.

关键词

Keywords

references

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Full-scale measurements of dynamic response of suspension bridge subjected to environmental loads using GPS technology [J]. YI TingHua1,2, LI HongNan1 & GU Ming2 1State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China. Science China（Technological Sciences） . 2010(02)

Detecting bridge dynamics with GPS and triaxial accelerometers [J] . X. Meng,A.H. Dodson,G.W. Roberts. Engineering Structures . 2007 (11)

Full-scale structural monitoring using an integrated GPS and accelerometer system [J] . Xiaojing Li,Linlin Ge,Eliathamby Ambikairajah,Chris Rizos,Yukio Tamura,Akihito Yoshida. GPS Solutions . 2006 (4)

Application of Wavelet Approach for ASCE Structural Health Monitoring Benchmark Studies [J] . Adriana Hera,Zhikun Hou. Journal of Engineering Mechanics . 2004 (1)

Integrating a Global Positioning System and Accelerometers to Monitor the Deflection of Bridges [J] . Gethin Wyn Roberts,Xiaolin Meng,Alan Henry Dodson. Journal of Surveying Engineering . 2004 (2)

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