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dc.contributor.authorShahabpoor, E
dc.contributor.authorPavic, A
dc.date.accessioned2018-06-19T15:18:35Z
dc.date.issued2018-06-19
dc.description.abstractContinuous monitoring of natural human gait in real-life environments is essential in many applications including disease monitoring, rehabilitation, and professional sports. Wearable inertial measurement units are successfully used to measure body kinematics in real-life environments and to estimate total walking ground reaction forces GRF(t) using equations of motion. However, for inverse dynamics and clinical gait analysis, the GRF(t) of each foot is required separately. Using an experimental dataset of 1243 tri-axial separate-foot GRF(t) time histories measured by the authors across eight years, this study proposes the ‘Twin Polynomial Method’ (TPM) to estimate the tri-axial left and right foot GRF(t) signals from the total GRF(t) signals. For each gait cycle, TPM fits polynomials of degree five, eight, and nine to the known single-support part of the left and right foot vertical, anterior-posterior, and medial-lateral GRF(t) signals, respectively, to extrapolate the unknown double-support parts of the corresponding GRF(t) signals. Validation of the proposed method both with force plate measurements (gold standard) in the laboratory, and in real-life environment showed a peak-to-peak normalized root mean square error of less than 2.5%, 6.5% and 7.5% for the estimated GRF(t) signals in the vertical, anterior-posterior and medial-lateral directions, respectively. These values show considerable improvement compared with the currently available GRF(t) decomposition methods in the literature.en_GB
dc.description.sponsorshipThe authors acknowledge the financial support provided by the UK Engineering and Physical Sciences Research Council (EPSRC) for the following research grants: Frontier Engineering Grant EP/K03877X/1 (Modelling complex and partially identified engineering problems: Application to the individualized multiscale simulation of the musculoskeletal system); and Platform Grant EP/G061130/2 (Dynamic performance of large civil engineering structures: an integrated approach to management, design and assessment).en_GB
dc.identifier.citationVol. 18 (6), article 1966.en_GB
dc.identifier.doi10.3390/s18061966
dc.identifier.urihttp://hdl.handle.net/10871/33256
dc.language.isoenen_GB
dc.publisherMDPIen_GB
dc.relation.sourceThe GRF dataset analyzed during the current study are not publicly available as most of the measurements were done as part of confidential industrial projects and authors are not the owners of the dataset. However, a small subset of the data could be available from the corresponding author on reasonable request.en_GB
dc.rights© 2018 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).en_GB
dc.subjectGRFen_GB
dc.subjectpolynomialen_GB
dc.subjectcurve fittingen_GB
dc.subjectdouble supporten_GB
dc.subjectclosed kinematic chainen_GB
dc.subjectindeterminacy problemen_GB
dc.titleEstimation of tri-axial walking ground reaction forces of left and right foot from total forces in real-life environmentsen_GB
dc.typeArticleen_GB
dc.date.available2018-06-19T15:18:35Z
dc.identifier.issn1424-8220
pubs.declined2018-06-19T15:28:53.18+0100
dc.descriptionThis is the final version of the article. Available from MDPI via the DOI in this record.en_GB
dc.identifier.journalSensorsen_GB


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