Structure- and Sampling-Adaptive Gait Balance Symmetry Estimation Using Footstep-Induced Structural Floor VibrationsSource: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 002::page 04020151Author:Jonathon Fagert
,
Mostafa Mirshekari
,
Shijia Pan
,
Linda Lowes
,
Megan Iammarino
,
Pei Zhang
,
Hae Young Noh
DOI: 10.1061/(ASCE)EM.1943-7889.0001889Publisher: ASCE
Abstract: This paper presents a structure- and sampling-adaptive approach for analyzing human footstep-induced structural floor vibrations to estimate footstep ground reaction forces (GRFs) and gait balance symmetry. Balance symmetry and footstep GRFs are critical indicators of overall gait health and elderly fall risks. Prior works, including direct observation by trained medical personnel, computer vision-, pressure sensor-, and wearable-based sensing, are limited due to operational restrictions. We introduce a nonintrusive balance symmetry monitoring approach, which utilizes sparse structural vibration sensing. The intuition is that footstep-induced floor vibration responses are proportional to footstep GRFs, and balance symmetry can be defined using consecutive GRF pairs. However, GRF-vibration relationships are also influenced by spatially-varying structural properties and gait sampling bias, introducing errors to real-world estimations. We address these challenges first by extracting structural regions to overcome spatially-varying vibration behavior and then by developing a kernel-based robust regression model to overcome biased training data and enable robust GRF and balance symmetry modeling. We evaluate our approach through real-world experiments, achieving a balance symmetry index estimation accuracy as high as 96.5%.
|
Collections
Show full item record
contributor author | Jonathon Fagert | |
contributor author | Mostafa Mirshekari | |
contributor author | Shijia Pan | |
contributor author | Linda Lowes | |
contributor author | Megan Iammarino | |
contributor author | Pei Zhang | |
contributor author | Hae Young Noh | |
date accessioned | 2022-01-30T22:35:35Z | |
date available | 2022-01-30T22:35:35Z | |
date issued | 2/1/2021 | |
identifier other | (ASCE)EM.1943-7889.0001889.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4269226 | |
description abstract | This paper presents a structure- and sampling-adaptive approach for analyzing human footstep-induced structural floor vibrations to estimate footstep ground reaction forces (GRFs) and gait balance symmetry. Balance symmetry and footstep GRFs are critical indicators of overall gait health and elderly fall risks. Prior works, including direct observation by trained medical personnel, computer vision-, pressure sensor-, and wearable-based sensing, are limited due to operational restrictions. We introduce a nonintrusive balance symmetry monitoring approach, which utilizes sparse structural vibration sensing. The intuition is that footstep-induced floor vibration responses are proportional to footstep GRFs, and balance symmetry can be defined using consecutive GRF pairs. However, GRF-vibration relationships are also influenced by spatially-varying structural properties and gait sampling bias, introducing errors to real-world estimations. We address these challenges first by extracting structural regions to overcome spatially-varying vibration behavior and then by developing a kernel-based robust regression model to overcome biased training data and enable robust GRF and balance symmetry modeling. We evaluate our approach through real-world experiments, achieving a balance symmetry index estimation accuracy as high as 96.5%. | |
publisher | ASCE | |
title | Structure- and Sampling-Adaptive Gait Balance Symmetry Estimation Using Footstep-Induced Structural Floor Vibrations | |
type | Journal Paper | |
journal volume | 147 | |
journal issue | 2 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)EM.1943-7889.0001889 | |
journal fristpage | 04020151 | |
journal lastpage | 04020151-21 | |
page | 21 | |
tree | Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 002 | |
contenttype | Fulltext |