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基于聚类的方法识别行走过程中的关节阻抗。

A Clustering-Based Approach to Identify Joint Impedance During Walking.

出版信息

IEEE Trans Neural Syst Rehabil Eng. 2020 Aug;28(8):1808-1816. doi: 10.1109/TNSRE.2020.3005389. Epub 2020 Jun 29.

DOI:10.1109/TNSRE.2020.3005389
PMID:32746306
Abstract

Mechanical impedance, which changes with posture and muscle activations, characterizes how the central nervous system regulates the interaction with the environment. Traditional approaches to impedance estimation, based on averaging of movement kinetics, requires a large number of trials and may introduce bias to the estimation due to the high variability in a repeated or periodic movement. Here, we introduce a data-driven modeling technique to estimate joint impedance considering the large gait variability. The proposed method can be used to estimate impedance in both the stance and swing phases of walking. A 2-pass clustering approach is used to extract groups of unperturbed gait data and estimate candidate baselines. Then patterns of perturbed data are matched with the most similar unperturbed baseline. The kinematic and torque deviations from the baselines are regressed locally to compute joint impedance at different gait phases. Simulations using the trajectory data of a subject's gait at different speeds demonstrate a more accurate estimation of ankle stiffness and damping with the proposed clustering-based method when compared with two methods: i) using average unperturbed baselines, and ii) matching shifted and scaled average unperturbed velocity baselines. Furthermore, the proposed method requires fewer trials than methods based on average unperturbed baselines. The experimental results on human hip impedance estimation show the feasibility of clustering-based technique and verifies that it reduces the estimation variability.

摘要

机械阻抗会随姿势和肌肉活动而变化,它是中枢神经系统如何调节与环境相互作用的特征。基于运动动力学平均值的传统阻抗估计方法需要大量试验,并且由于重复或周期性运动的高度可变性,可能会对估计产生偏差。在这里,我们引入了一种数据驱动的建模技术来估计考虑到较大步态变化的关节阻抗。所提出的方法可用于估计行走的支撑相和摆动相的阻抗。使用 2 次聚类方法来提取无干扰步态数据的组,并估计候选基线。然后,将受干扰数据的模式与最相似的无干扰基线进行匹配。从基线的运动学和转矩偏差进行局部回归,以计算不同步态阶段的关节阻抗。使用不同速度下受试者步态的轨迹数据进行的模拟表明,与两种方法相比,基于聚类的方法(i)使用平均无干扰基线和(ii)匹配移位和缩放的平均无干扰速度基线,对踝关节刚度和阻尼的估计更为准确。此外,与基于平均无干扰基线的方法相比,该方法需要的试验更少。在人体髋关节阻抗估计的实验结果中,验证了基于聚类的技术的可行性,并验证了它降低了估计的可变性。

相似文献

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A Clustering-Based Approach to Identify Joint Impedance During Walking.基于聚类的方法识别行走过程中的关节阻抗。
IEEE Trans Neural Syst Rehabil Eng. 2020 Aug;28(8):1808-1816. doi: 10.1109/TNSRE.2020.3005389. Epub 2020 Jun 29.
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Development of a mechatronic platform and validation of methods for estimating ankle stiffness during the stance phase of walking.一种机电一体化平台的开发以及步行支撑相期间估计踝关节刚度方法的验证。
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IEEE Trans Neural Syst Rehabil Eng. 2021;29:2521-2529. doi: 10.1109/TNSRE.2021.3131366. Epub 2021 Dec 14.
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Multi-Directional Ankle Impedance During Standing Postures.多方向站立位踝关节阻抗。
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Summary of Human Ankle Mechanical Impedance During Walking.行走过程中人体踝关节机械阻抗的总结
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