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    • Technological University of the Shannon: Midlands Midwest
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    Design, construction and dynamic analysis of a laboratory-scale FRP composite footbridge. 

    Archbold, Paul; Mullarney, Brian (Technische Universität Berlin, 2017-09)
    Pedestrian loading on flexible structures such as footbridges, grandstands and lightweight floors is an area, which is receiving significant attention from the research community of late. Of particular interest is ...
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    Interaction between pedestrian loading and vibration response of a laboratory-scale FRP composite footbridge. 

    Archbold, Paul; Mullarney, Brian (Bridge Engineering Association, 2017-08)
    Pedestrian loading on flexible structures such as footbridges, grandstands and lightweight floors is an area, which is receiving significant attention from the research commu-nity of late. One of the key parameters in ...
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    The influence of selected gait parameters on vertical pedestrian loading. 

    Archbold, Paul; Mullarney, Brian (Dolnoslaskie Wydawnictwo Edukacyjne, 2011)
    Walking trials have been carried out on a rigid surface mounted with a force plate in order to determine the influence of selected gait parameters on vertical pedestrian loading. This paper presents the results of this ...
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    Vertical crowd load models for vibration serviceability assessment of footbridges 

    Archbold, Paul (Civil-Comp Press, 2009)
    Most pedestrian load models prescribed in existing design codes of practice do not consider any interaction between the pedestrian and the moving structure. However, it is now widely accepted that this interaction is ...
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    The impact of footwear on ground reaction forces and gait characteristics of walking pedestrians. 

    Archbold, Paul; Mullarney, Brian (SECED, 2019-09)
    Vibration serviceability of lightweight and long-span structures is an area of research, which is attracting increasing attention in recent years. A common source of dynamic excitation in such structures is the interaction ...
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    Variations in vertical loading from walking due to surface vibration. 

    Archbold, Paul; Mullarney, Brian; Carrig, Mirivano (Hemming Information Services, 2014-07)
    Walking trials have been carried out on rigid and flexible walkways mounted with a force plate in order to determine how vertical pedestrian loading is influence by these two walking platforms. This paper presents the ...
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    The influence of spatial parameters on pedestrian lateral loading. 

    Mullarney, Brian; Archbold, Paul (BCRI, 2012-09)
    Dynamic loading from pedestrians walking on flexible structures such as footbridges is the subject of much research at present. The interest is stimulated by several notable instances of uncomfortable perceptible vibrations ...

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    AuthorArchbold, Paul (7)Mullarney, Brian (6)Carrig, Mirivano (1)SubjectFaculty of Engineering & Informatics AIT (7)
    Pedestrian loading (7)
    Footbridge (3)Walking trials (3)Force plate (2)Gait parameters (2)Human-structure interaction (2)Vibration serviceability (2)Crowd synchronisation (1)Dynamic load factor (1)... View MoreDate Issued2010 - 2019 (6)2009 - 2009 (1)Has File(s)Yes (7)

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