Abstract
Bipedal models for walkers, originally developed in the research field of biomechanics, have been identified as potential candidates for modelling pedestrians in structural engineering applications. These models provide insight into both the kinetics and kinematics of walking locomotion and are considered to have a significant potential to improve the vibration serviceability assessment of civil engineering structures. Despite this notion, the ability of the bipedal models to represent the key features of the walking gait and natural variability within the pedestrian population are still under-researched. This paper critically evaluates the performance of two bipedal models with rigid legs to realistically both reproduce key features of an individual pedestrian’s walking gait and represent a wide range of individuals. The evaluation is performed for walking on a rigid, rather than vibrating, structure due to the availability of experimental data and expectation that successful modelling on rigid surfaces is a necessary condition for progressing towards modelling on the vibrating structures. Ready-to-use equations are provided and the ability of the models to represent the kinematics and kinetics of individual pedestrians as well as the inter-subject variability typical of the human population is critically evaluated. It was found that the two models could generate realistic combinations of the gait parameters and their correlations, but are less successful in reproducing genuine kinetic and kinematics profiles.
Funder
Engineering and Physical Sciences Research Council
China Scholarship Council
Subject
Building and Construction,Civil and Structural Engineering,Architecture
Reference61 articles.
1. Footbridges: Assessment of Vibrational Behaviour of Footbridges under Pedestrian Loading: Technical Guide,2006
2. Human Induced Vibrations of Steel Structures: Design of Footbridges—Guideline. RFS2-CT-2007-00033https://www.coursehero.com/file/59133890/Footbridge-Backgroundpdf/
3. A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking
Cited by
4 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献