Development of Dynamic Load Factors for Human Walking Excitation for Floor Vibration Design

This paper discusses the derivation of a set of dynamic load factors for calculation of walking response on the basis of measurements made during a biomechanics research carried out with young adults. Firstly, a quite large number of experimental data on single footstep force were collected. The sin...

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Main Authors: Huu Anh Tuan Nguyen, Noel Lythgo, Emad Gad, John Wilson, Nicholas Haritos
Format: Article
Language:English
Published: University of Zielona Góra 2022-08-01
Series:International Journal of Applied Mechanics and Engineering
Subjects:
Online Access:https://www.ijame-poland.com/Development-of-Dynamic-Load-Factors-for-Human-Walking-Excitation-for-Floor-Vibration,166697,0,2.html
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author Huu Anh Tuan Nguyen
Noel Lythgo
Emad Gad
John Wilson
Nicholas Haritos
author_facet Huu Anh Tuan Nguyen
Noel Lythgo
Emad Gad
John Wilson
Nicholas Haritos
author_sort Huu Anh Tuan Nguyen
collection DOAJ
description This paper discusses the derivation of a set of dynamic load factors for calculation of walking response on the basis of measurements made during a biomechanics research carried out with young adults. Firstly, a quite large number of experimental data on single footstep force were collected. The single footstep forces were then superimposed to generate the force time history for a continuous walk. This was followed by the transformation of the resultant force to the frequency domain from which the dynamic load factors for the first ten harmonics of a pacing rate can be extracted. A statistical analysis was employed on the dynamic load factors to acquire their design values in terms of the 90-th or 95-th percentile. The waking force function recommended by various design guides and that developed in the paper were then used in a comprehensive finite element model to predict the vibration level of a building floor. Current design guides on floor vibration normally suggest using four harmonics in the walking force whereas load factors for ten harmonics were developed in this paper. The acceleration response of the floor was found to increase by 5-33 % when walking harmonics beyond the fourth harmonic were considered. The inclusion of higher harmonics would therefore lead to a more conservative estimation of the floor response.
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spelling doaj.art-17df040632e841dbbd21080c0281f3122023-08-08T15:04:55ZengUniversity of Zielona GóraInternational Journal of Applied Mechanics and Engineering1734-44922353-90032022-08-0127310311410.2478/ijame-2022-0038166697Development of Dynamic Load Factors for Human Walking Excitation for Floor Vibration DesignHuu Anh Tuan Nguyen0Noel Lythgo1Emad Gad2John Wilson3Nicholas Haritos4Faculty of Civil Engineering, University of Architecture Ho Chi Minh City, HCMC, VietnamSTEM College, RMIT University, Bundoora, VIC, AustraliaSchool of Engineering, Swinburne University of Technology, Hawthorn, VIC, AustraliaSchool of Engineering, Swinburne University of Technology, Hawthorn, VIC, AustraliaSchool of Engineering, Swinburne University of Technology, Hawthorn, VIC, AustraliaThis paper discusses the derivation of a set of dynamic load factors for calculation of walking response on the basis of measurements made during a biomechanics research carried out with young adults. Firstly, a quite large number of experimental data on single footstep force were collected. The single footstep forces were then superimposed to generate the force time history for a continuous walk. This was followed by the transformation of the resultant force to the frequency domain from which the dynamic load factors for the first ten harmonics of a pacing rate can be extracted. A statistical analysis was employed on the dynamic load factors to acquire their design values in terms of the 90-th or 95-th percentile. The waking force function recommended by various design guides and that developed in the paper were then used in a comprehensive finite element model to predict the vibration level of a building floor. Current design guides on floor vibration normally suggest using four harmonics in the walking force whereas load factors for ten harmonics were developed in this paper. The acceleration response of the floor was found to increase by 5-33 % when walking harmonics beyond the fourth harmonic were considered. The inclusion of higher harmonics would therefore lead to a more conservative estimation of the floor response.https://www.ijame-poland.com/Development-of-Dynamic-Load-Factors-for-Human-Walking-Excitation-for-Floor-Vibration,166697,0,2.htmlwalking excitationstep frequencydynamic load factorfloor vibrationdesign guide
spellingShingle Huu Anh Tuan Nguyen
Noel Lythgo
Emad Gad
John Wilson
Nicholas Haritos
Development of Dynamic Load Factors for Human Walking Excitation for Floor Vibration Design
International Journal of Applied Mechanics and Engineering
walking excitation
step frequency
dynamic load factor
floor vibration
design guide
title Development of Dynamic Load Factors for Human Walking Excitation for Floor Vibration Design
title_full Development of Dynamic Load Factors for Human Walking Excitation for Floor Vibration Design
title_fullStr Development of Dynamic Load Factors for Human Walking Excitation for Floor Vibration Design
title_full_unstemmed Development of Dynamic Load Factors for Human Walking Excitation for Floor Vibration Design
title_short Development of Dynamic Load Factors for Human Walking Excitation for Floor Vibration Design
title_sort development of dynamic load factors for human walking excitation for floor vibration design
topic walking excitation
step frequency
dynamic load factor
floor vibration
design guide
url https://www.ijame-poland.com/Development-of-Dynamic-Load-Factors-for-Human-Walking-Excitation-for-Floor-Vibration,166697,0,2.html
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AT johnwilson developmentofdynamicloadfactorsforhumanwalkingexcitationforfloorvibrationdesign
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