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Experimental identification of the behaviour of and lateral forces from freely-walking pedestrians on laterally oscillating structures in a virtual reality environment

机译:虚拟现实环境中横向振动结构上自由行走的行人行为和横向力的实验识别

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摘要

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.
机译:在桥梁等热闹的结构上模拟行人荷载仍然是一个挑战。这是因为行人具有与振动结构相互作用的能力,这会导致结构响应的放大。当前的设计指南通常不准确且有局限性,因为它们不能充分认识到这种影响。这是由于振动地面上行人行为的数据稀缺,以及先前旨在量化这种情况下行人行为的实验活动的结果的准确性不确定。为此,本文提出了一种新颖的实验装置,用于评估实验室环境中行人在横向振动地面上的动作,同时避免了人为因素的影响并允许步态不受限制。在开发过程中采用了一种受生物启发的方法,这取决于对生物系统操作复杂性的理解,尤其是对它们的适应性和控制要求。在确定结构的行人力量时,考虑了过去研究中忽略的信号处理问题。在设备上进行的测试结果与之前的实验研究结果以及倒立摆行人模型在横向振动地面上行走的输出有关,该模型能够产生自激力。

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