Experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model
Within the context of crowd-induced lateral bridge vibration, human–structure interaction (HSI) is a widely studied phenomenon. Central to this study is the self-excited component of the ground reaction force (GRF). This force harmonic, induced by a walking pedestrian, resonates with lateral deck mo...
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| Format: | Article |
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Elsevier
2014
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| Online Access: | https://eprints.nottingham.ac.uk/35568/ |
| _version_ | 1848795110101221376 |
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| author | Carroll, S.P. Owen, J.S. Hussein, M.F.M. |
| author_facet | Carroll, S.P. Owen, J.S. Hussein, M.F.M. |
| author_sort | Carroll, S.P. |
| building | Nottingham Research Data Repository |
| collection | Online Access |
| description | Within the context of crowd-induced lateral bridge vibration, human–structure interaction (HSI) is a widely studied phenomenon. Central to this study is the self-excited component of the ground reaction force (GRF). This force harmonic, induced by a walking pedestrian, resonates with lateral deck motion, irrespective of the pedestrian׳s pacing frequency. Its presence can lead to positive feedback between pedestrian GRFs and structural motion. Characterisation of the self-excited force as equivalent structural mass and damping has greatly improved the understanding of HSI and its role in developing lateral dynamic instability. However, despite this evolving understanding, a key question has remained unanswered; what are the features of a pedestrian׳s balance response to base motion that gives rise to the self-excited force? The majority of the literature has focussed on the effects of HSI with the underlying mechanism receiving comparatively little attention. This paper presents data from experimental testing in which 10 subjects walked individually on a laterally oscillating treadmill. Lateral deck motion as well as the GRFs imposed by the subject was recorded. Three-dimensional motion capture equipment was used to track the position of visual markers mounted on the subject. Thus whole body response to base motion was captured in addition to the GRFs generated. The data presented herein supports the authors’ previous findings that the self-excited force is a frequency sideband harmonic resulting from amplitude modulation of the lateral GRF. The gait behaviour responsible for this amplitude modulation is a periodic modulation of stride width in response to a sinusoidally varying inertia force induced by deck motion. In a separate analysis the validity of the passive inverted pendulum model, stabilised by active control of support placement was confirmed. This was established through comparison of simulated and observed frontal plane CoM motion. Despite the relative simplicity of this biomechanical model, remarkable agreement was observed. |
| first_indexed | 2025-11-14T19:26:52Z |
| format | Article |
| id | nottingham-35568 |
| institution | University of Nottingham Malaysia Campus |
| institution_category | Local University |
| last_indexed | 2025-11-14T19:26:52Z |
| publishDate | 2014 |
| publisher | Elsevier |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | nottingham-355682020-05-04T16:55:12Z https://eprints.nottingham.ac.uk/35568/ Experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model Carroll, S.P. Owen, J.S. Hussein, M.F.M. Within the context of crowd-induced lateral bridge vibration, human–structure interaction (HSI) is a widely studied phenomenon. Central to this study is the self-excited component of the ground reaction force (GRF). This force harmonic, induced by a walking pedestrian, resonates with lateral deck motion, irrespective of the pedestrian׳s pacing frequency. Its presence can lead to positive feedback between pedestrian GRFs and structural motion. Characterisation of the self-excited force as equivalent structural mass and damping has greatly improved the understanding of HSI and its role in developing lateral dynamic instability. However, despite this evolving understanding, a key question has remained unanswered; what are the features of a pedestrian׳s balance response to base motion that gives rise to the self-excited force? The majority of the literature has focussed on the effects of HSI with the underlying mechanism receiving comparatively little attention. This paper presents data from experimental testing in which 10 subjects walked individually on a laterally oscillating treadmill. Lateral deck motion as well as the GRFs imposed by the subject was recorded. Three-dimensional motion capture equipment was used to track the position of visual markers mounted on the subject. Thus whole body response to base motion was captured in addition to the GRFs generated. The data presented herein supports the authors’ previous findings that the self-excited force is a frequency sideband harmonic resulting from amplitude modulation of the lateral GRF. The gait behaviour responsible for this amplitude modulation is a periodic modulation of stride width in response to a sinusoidally varying inertia force induced by deck motion. In a separate analysis the validity of the passive inverted pendulum model, stabilised by active control of support placement was confirmed. This was established through comparison of simulated and observed frontal plane CoM motion. Despite the relative simplicity of this biomechanical model, remarkable agreement was observed. Elsevier 2014-10-27 Article PeerReviewed Carroll, S.P., Owen, J.S. and Hussein, M.F.M. (2014) Experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model. Journal of Sound and Vibration, 333 (22). pp. 5865-5884. ISSN 0022-460X http://www.sciencedirect.com/science/article/pii/S0022460X14005070 doi:10.1016/j.jsv.2014.06.022 doi:10.1016/j.jsv.2014.06.022 |
| spellingShingle | Carroll, S.P. Owen, J.S. Hussein, M.F.M. Experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model |
| title | Experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model |
| title_full | Experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model |
| title_fullStr | Experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model |
| title_full_unstemmed | Experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model |
| title_short | Experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model |
| title_sort | experimental identification of the lateral human–structure interaction mechanism and assessment of the inverted-pendulum biomechanical model |
| url | https://eprints.nottingham.ac.uk/35568/ https://eprints.nottingham.ac.uk/35568/ https://eprints.nottingham.ac.uk/35568/ |