DocumentCode :
2791448
Title :
Study of road surface profile based on maximum entropy methods
Author :
Zhang, Guosheng ; Zhang, Tianxia ; Zhou, Wei ; Zhang, Daqian ; Meng, Xiangyu ; Guo, Lixin
Author_Institution :
Sch. of Mech. Eng. & Autom., Northeastern Univ., Shenyang, China
fYear :
2009
fDate :
17-19 June 2009
Firstpage :
1198
Lastpage :
1202
Abstract :
The classical road spectrum estimation (FFT) is often used to deal with the data in traditional road spectum testing. The test datum after windowed often leads to side-lob, false peaks and low precise analyse result. This paper uses the maximum entropy method to cope with the road response spectum signal, analyzes the effects of the AR modeling order choosing to the road spectum estimation, gets the reasonable order, studies the energy distribution of measured grade-C road spectum and compares the difference between the classical FFT spectrum estimation and the maximum entropy estimation. The research result shows that the maxinum entropy estimation has special advantages of high resolution and little peak deviation. Using the method to deal with short records road spectum signal not only overcomes the defects of classical road spectum estimation, but also be easy to realize in projects.
Keywords :
acoustic signal processing; entropy; road vehicles; roads; spectral analysis; vibrations; energy distribution; grade-C road spectum; maximum entropy estimation; maximum entropy methods; road response spectum signal; road spectrum estimation; road spectum testing; road surface profile; vehicle vibration; Acceleration; Displacement measurement; Entropy; Frequency estimation; Road vehicles; Rough surfaces; Signal analysis; Signal resolution; Spectral analysis; Vibration measurement; FFT spectrum estimation; Maximum entropy methods; Response spectum signal; Road surface profile;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Control and Decision Conference, 2009. CCDC '09. Chinese
Conference_Location :
Guilin
Print_ISBN :
978-1-4244-2722-2
Electronic_ISBN :
978-1-4244-2723-9
Type :
conf
DOI :
10.1109/CCDC.2009.5192374
Filename :
5192374
Link To Document :
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