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contributor authorJ. F. Wilson
contributor authorR. D. Rochelle
contributor authorJ. E. Bischoff
date accessioned2017-05-08T23:52:51Z
date available2017-05-08T23:52:51Z
date copyrightFebruary, 1997
date issued1997
identifier issn0148-0731
identifier otherJBENDY-25971#115_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/118344
description abstractThis research had two main objectives: to identify and quantify the multiple reaction parameters of human footfall load histories for 24 subjects; and to seek statistical correlations of the reaction parameters with two gaits: fitness walking and running, with two footfall surfaces: rigid and mat, and with two subject attributes: gender and arch index. These reaction parameters, measured with a force plate, include the subjects’ foot reaction forces in the three orthogonal directions and the particular features of these forces such as their duration, average values, peak values, and rates of loading. An automated data retrieval-software system evaluated these reaction parameters. The statistical correlations were made using principal component analysis (PCA), a method that projected the 13 identified footfall reaction parameters onto subsets of three or four parameters called principal components that contained most of the variance of the original thirteen. The results, among others, show couplings between the vertical and the peak medial load, but an uncoupling of the posterior–anterior loads with the loads in the other two directions.
publisherThe American Society of Mechanical Engineers (ASME)
titleIdentification and Correlation of Human Footfall Load Parameters Using Multivariate Analysis
typeJournal Paper
journal volume119
journal issue1
journal titleJournal of Biomechanical Engineering
identifier doi10.1115/1.2796053
journal fristpage115
journal lastpage123
identifier eissn1528-8951
keywordsStress
keywordsForce
keywordsArches
keywordsComputer software
keywordsCouplings
keywordsInformation retrieval AND Principal component analysis
treeJournal of Biomechanical Engineering:;1997:;volume( 119 ):;issue: 001
contenttypeFulltext


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