Personnel characteristics identification based on foot induced structural vibration

HOU Xingmin, LI Ran, ZHANG Yujie

Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (23) : 249-256.

PDF(3485 KB)
PDF(3485 KB)
Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (23) : 249-256.

Personnel characteristics identification based on foot induced structural vibration

  • HOU Xingmin, LI Ran, ZHANG Yujie
Author information +
History +

Abstract

Identity recognition is an important work in the field of security. At present, the methods based on biometrics are mainly static physiological characteristics. However, there are relatively few researches on the use of foot vibration signal for identity recognition. In this paper, we use the difference of vibration signals caused by different people's foot induced structure to identify individuals. Firstly, footstep events and non-footstep events are detected based on energy threshold method, and then 16 footstep characteristic parameters of single footstep events of different testers are compared and analyzed in time domain and frequency domain. it is found that the parameter differences under different feature combinations can be used as the basis for identity identification. In order to verify the effectiveness of the method, support vector machine (SVM) is used as a classification tool. In a quiet test environment, without considering the influence of testers' shoes, the average recognition rates of the three experimental cases are 79.21%, 91% and 96%, respectively. The results show that the effective combination of footstep feature parameters is suitable for identity recognition under small samples.
Key words: Identification; Foot vibration signal; Event detection; Feature extraction; Support vector machines

Key words

Identification / Foot vibration signal / Event detection / Feature extraction / Support vector machines

Cite this article

Download Citations
HOU Xingmin, LI Ran, ZHANG Yujie. Personnel characteristics identification based on foot induced structural vibration[J]. Journal of Vibration and Shock, 2022, 41(23): 249-256

References

[1] 余瑶,郭建敏,王晅 . 基于局部频谱特征与贝叶斯决策的脚步声识别[J]. 计算机应用与软件,2015, 32(12): 136-139.
YU Yao, GUO Jianmin, WANG Xuan. Footstep recognition based on local spectrogram characteristics and Bayesian decision [J]. Computer Applications and Software, 2015, 32(12): 136-139.
[2] Nikolaos V Boulgouris, Dimitrios Hatzinakos, and Konstantinos N Plataniotis. 2005. Gait recognition: a challenging signal processing technology for biometric identification. signal processing magazine, IEEE 22, 6 (2005), 78–90.
[3] I. Bisio, A. Delfino, F. Lavagetto, and A. Sciarrone, “Enabling IoT for in-home rehabilitation: Accelerometer signals classification methods for activity and movement recognition,” IEEE Internet Things J., vol. 4,no. 1, pp. 135–146, Feb 2017.
[4] S. Pan, N. Wang, Y . Qian, I. V elibeyoglu, H. Y . Noh, and P . Zhang,“Indoor person identification through footstep induced structural vibration,” in Proc. of the 16th Int. Workshop on Mobile Computing Systems and Applications. New Y ork, NY , USA: ACM, 2015, pp. 81–86.
[5] X. Jin, S. Sarkar, A. Ray, S. Gupta, and T. Damarla, “Target detection and classification using seismic and pir sensors,” IEEE Sensors J.vol. 12, no. 6, pp. 1709–1718, June 2012.
[6] S. Anchal, B. Mukhopadhyay, and S. Kar, “Predicting gender from footfalls using a seismic sensor,” in Int. Conf. Commun. Syst. and Netw.(COMSNETS), Jan 2017, pp. 47–54.
[7] Y .Hori, T. Ando, and A. Fukuda, “Initial evaluation of personal
identification system using walking footstep sound of one step,” in
The 17th Int’l Conf on Software Engineering Research and Practice,
2019, pp. 70–76.
[8] S. Yasuhiro, T. Takasuka, and H. Yasukawa, “Personal identification using footstep detection,” pp. 43–47, Nov 2004.
[9] 张瑞兴,王晅,余瑶 . 基于脚步声的身份识别[J]. 计算机应用与软件,2014, 31(1): 162-164.
ZHANG Ruixing, WANG Xuan, YU Yao. Personal identifi-cation based on footstep [J]. Computer Applications and Soft-ware, 2014, 31(1): 162-164.
[10] S. Mouring, “Dynamic response of floor systems to building occupant activities,” Ph.D. dissertation, The Johns Hopkins University, MD, 1992.
[11] 余腾,胡伍生,吴杰,李海锋,乔燕.基于小波阈值去噪与EMD分解方法提取润扬大桥振动信息[J].振动与冲击,2019,38(12):264-270.
YU Teng, HU Wusheng, WU Jie, et al. Extraction of Runyang bridge vibration information based on a fusionmethod of wavelet threshold denoising and EMD decomposition [J]. Journal of Vibration and Shock, 2019, 38(12): 264-270.
[12] T. Akazawa, “A technique for automatic detection of onset time of p-ands-phases in strong motion records,” in Proc. World Conf. on Earthquake Engineering, V ancouver, B.C., Canada, 2004.
[13] G. P . Succi, D. Clapp, R. Gampert, and G. Prado, “Footstep detection and tracking,” in Aerospace/Defense Sensing, Simulation, and Controls.Int. Society for Optics and Photonics, 2001, pp. 22–29.
[14] J. Akram and D. Eaton, “Adaptive microseismic event detection and automatic time picking,” in CSEG Annual Convention, vol. 15, 2012.
[15] Ekimov Alexander and Sabatier James M. Vibration and sound signatures of human footsteps in buildings.[J]. The Journal of the Acoustical Society of America, 2006, 120(2) : 762-8.
[16]徐庆阳,李爱群,张志强,丁幼亮.考虑人体舒适度的大跨度悬挂结构振动控制研究[J].振动与冲击,2008,(04):139-142+176.
XU Qingyang, LI Aiqun, ZHANG Zhiqiang, et al. Vibration control of a long-span suspended structure considering human comfort [J]. Journal of Vibration and Shock, 2008, 27(4): 139-142.
[17] 窦希杰,王世博,谢洋,等. 基于IMF能量矩和SVM的煤矸识别[J].振动与冲击,2020,39(24):39-45.
DOU Xijie, WANG Shibo, XIE Yang, el at. Coal and gangue identification based on IMF energy moment and SVM[J]. Journal of Vibrationand Shock, 2020, 39(24): 39-45.
[18] Clemente Jose et al. Smart Seismic Sensing for Indoor Fall Detection, Location, and Notification.[J]. IEEE journal of biomedical and health informatics, 2020, 24(2) : 524-532.
[19] 赵志宏,杨绍普,申永军.基于独立分量分析与相关系数的机械故障特征提取[J]. 振动与冲击,2013, 32(06): 67-72.
ZHAO Zhihong, YANG Shaopu, SHEN Yongjun. Machineryfault feature extraction based on independent componentanalysis and correlation coefficient [J]. Journal of Vibrationand Shock, 2013, 32(6): 67-72.
PDF(3485 KB)

348

Accesses

0

Citation

Detail

Sections
Recommended

/