Experimental identification of the behaviour of and lateral forces from freely-walking pedestrians on laterally oscillating structures in a virtual reality environment. (15th December 2015)

• Record Type: Journal Article
• Authors: Bocian, Mateusz; Macdonald, John H.G.; Burn, Jeremy F.; Redmill, David
• Is Part Of: Engineering structures. Volume 105(2015:Dec. 15)
• Page Start: 62
• Page End: 76
• Publication Date: 2015-12-15
• Subjects: CoM centre of mass -- CoP centre of pressure -- FFT fast Fourier transform -- GRF ground reaction force -- HMD head-mounted display -- IPM inverted pendulum model -- MCS motion capture system -- MIV manipulated independent variable -- NTLM no treadmill lateral motion -- NVR no virtual reality -- TLM treadmill lateral motion -- VR virtual reality; Bridges -- Human–structure interaction -- Biomechanics -- Inverted pendulum pedestrian model -- Self-excited forces -- Virtual reality environment; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2015.09.043
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A novel setup for investigating pedestrian–structure interaction is presented. Foot-placement is the main balance control mechanism on laterally vibrating ground. All components of pedestrian force are uncovered, including self-excited forces. Inverted pendulum pedestrian model qualitatively captures the nature of forces. The ground and visual conditions cause significant changes in pedestrian loading. Abstract: Modelling pedestrian loading on lively structures such as bridges remains a challenge. This is because pedestrians have the capacity to interact with vibrating structures which can lead to amplification of the structural response. Current design guidelines are often inaccurate and limiting as they do not sufficiently acknowledge this effect. This originates in scarcity of data on pedestrian behaviour on vibrating ground and uncertainty as to the accuracy of results from previous experimental campaigns aiming to quantify pedestrian behaviour in this case. To this end, this paper presents a novel experimental setup developed to evaluate pedestrian actions on laterally oscillating ground in the laboratory environment while avoiding the implications of artificiality and allowing for unconstrained gait. A biologically-inspired approach was adopted in its development, relying on appreciation of operational complexities of biological systems, in particular their adaptability and control requirements. In determination of pedestrian forces to the structure consideration was given to signal processing issues which have been neglected in past studies. The results from tests conducted on the setup are related to results from previous experimental investigations and outputs of the inverted pendulum pedestrian model for walking on laterally oscillating ground, which is capable of generating self-excited forces.