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contributor authorT. C. Gupta
date accessioned2017-05-09T00:22:45Z
date available2017-05-09T00:22:45Z
date copyrightAugust, 2007
date issued2007
identifier issn0148-0731
identifier otherJBENDY-26731#566_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/135239
description abstractA 15degrees of freedom lumped parameter vibratory model of human body is developed, for vertical mode vibrations, using anthropometric data of the 50th percentile US male. The mass and stiffness of various segments are determined from the elastic modulii of bones and tissues and from the anthropometric data available, assuming the shape of all the segments is ellipsoidal. The damping ratio of each segment is estimated on the basis of the physical structure of the body in a particular posture. Damping constants of various segments are calculated from these damping ratios. The human body is modeled as a linear spring-mass-damper system. The optimal values of the damping ratios of the body segments are estimated, for the 15degrees of freedom model of the 50th percentile US male, by comparing the response of the model with the experimental response. Formulating a similar vibratory model of the 50th percentile Indian male and comparing the frequency response of the model with the experimental response of the same group of subjects validate the modeling procedure. A range of damping ratios has been considered to develop a vibratory model, which can predict the vertical harmonic response of the human body.
publisherThe American Society of Mechanical Engineers (ASME)
titleIdentification and Experimental Validation of Damping Ratios of Different Human Body Segments Through Anthropometric Vibratory Model in Standing Posture
typeJournal Paper
journal volume129
journal issue4
journal titleJournal of Biomechanical Engineering
identifier doi10.1115/1.2720917
journal fristpage566
journal lastpage574
identifier eissn1528-8951
keywordsDamping
keywordsSprings
keywordsStiffness
keywordsVibration AND Biological tissues
treeJournal of Biomechanical Engineering:;2007:;volume( 129 ):;issue: 004
contenttypeFulltext


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