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A note on versions:The version presented here may differ from the published version or, version of record, if you wish to cite this item you are advised to consult the publisher's version. Please see the 'permanent WRAP url' above for details on accessing the published version and note that access may require a subscription.For more information, please contact the WRAP Team at: wrap@warwick.ac.uk This paper has been published under the following reference: Ahmadi, E., Vertical ground reaction forces on rigid and vibrating surfaces for vibration serviceability assessment of structures. Abstract 10Lightweight structures are sensitive to dynamic force generated by human walking and 11 consequently can exhibit excessive vibration responses. The imparted forces, known as 12 ground reaction forces (GRFs), are a key input in the vibration serviceability assessment of 13 footbridges. Most GRF measurements have been conducted on rigid surfaces such as 14 instrumented treadmills and force plates mounted on strong floors. However, it is thought that 15 the vibrating surface of a footbridge might affect the imparted human force. This paper 16 introduces a unique laboratory experimental setup to investigate vertical GRFs on both rigid 17 surface (strong floor) and a higher frequency flexible surface (footbridge). 810 walking trials 18were performed by 18 test subjects walking at different pacing frequencies. For each trial, test 19 subjects travelled a circuit of a vibrating footbridge surface followed by a rigid surface. A 20 novel data collection setup was adopted to record the vertical component of GRFs, and the 21 footbridge vibration response during each trial. Frequency-domain analysis of both single-22 step and continuous GRFs was then performed. The results show that the footbridge vibration 23 affects GRFs, and changes GRF magnitudes for harmonics in resonance with the footbridge 24 vibration (up to around 30% reduction in the dynamic load factor of the third harmonic). This 25 This paper has been published under the following reference: Ahmadi, E., Caprani, C., Živanović, S. and Heidarpour, A. (2018) Vertical ground reaction forces on rigid and vibrating surfaces for vibration serviceability assessment of structures. Engineering Structures, Vol. 172, pp. 723-738. (https://doi.org/10.1016/j.engstruct.2018 2 finding, and the measured GRFs, can be used for more accurate vibration serviceability 26 assessments of existing and new footbridges. 27
A note on versions:The version presented here may differ from the published version or, version of record, if you wish to cite this item you are advised to consult the publisher's version. Please see the 'permanent WRAP url' above for details on accessing the published version and note that access may require a subscription.For more information, please contact the WRAP Team at: wrap@warwick.ac.uk This paper has been published under the following reference: Ahmadi, E., Vertical ground reaction forces on rigid and vibrating surfaces for vibration serviceability assessment of structures. Abstract 10Lightweight structures are sensitive to dynamic force generated by human walking and 11 consequently can exhibit excessive vibration responses. The imparted forces, known as 12 ground reaction forces (GRFs), are a key input in the vibration serviceability assessment of 13 footbridges. Most GRF measurements have been conducted on rigid surfaces such as 14 instrumented treadmills and force plates mounted on strong floors. However, it is thought that 15 the vibrating surface of a footbridge might affect the imparted human force. This paper 16 introduces a unique laboratory experimental setup to investigate vertical GRFs on both rigid 17 surface (strong floor) and a higher frequency flexible surface (footbridge). 810 walking trials 18were performed by 18 test subjects walking at different pacing frequencies. For each trial, test 19 subjects travelled a circuit of a vibrating footbridge surface followed by a rigid surface. A 20 novel data collection setup was adopted to record the vertical component of GRFs, and the 21 footbridge vibration response during each trial. Frequency-domain analysis of both single-22 step and continuous GRFs was then performed. The results show that the footbridge vibration 23 affects GRFs, and changes GRF magnitudes for harmonics in resonance with the footbridge 24 vibration (up to around 30% reduction in the dynamic load factor of the third harmonic). This 25 This paper has been published under the following reference: Ahmadi, E., Caprani, C., Živanović, S. and Heidarpour, A. (2018) Vertical ground reaction forces on rigid and vibrating surfaces for vibration serviceability assessment of structures. Engineering Structures, Vol. 172, pp. 723-738. (https://doi.org/10.1016/j.engstruct.2018 2 finding, and the measured GRFs, can be used for more accurate vibration serviceability 26 assessments of existing and new footbridges. 27
Human activities and occupancy can induce excessive structural vibrations. Human-structure interaction (HSI) can significantly affect responses. However, this phenomenon is not accounted for in many design guidelines due to lack of experimental studies. Concurrently, there is increasing application of lightweight high-strength materials such as glass fibre reinforced polymer (GFRP). The vibration sensitivity of such structures is not yet well known, despite the expectation that it could be important due to high human-to-structure mass ratio. This paper examines the effect of HSI on the vibration response prediction of a lively lightweight GFRP footbridge, and it compares the results to those from a heavy concretecomposite footbridge. An extensive ensemble of test trials was conducted, accompanied by a survey on vibration perception by the walkers. The influence of HSI on the lightweight bridge vibration response is quantified. It is found that the non-interacting moving force models produce poor predictions, especially for the GFRP bridge. It is also found that vibration of the bridge had a strong influence on walking force, and to a lesser extent on the dynamics of the human-structure system. Finally, it is found that the response factor of about 2 is appropriate for determining the vibration tolerance level by walkers.
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