Bocian Mateusz, Macdonald John H G, Burn Jeremy F, Redmill David
Department of Civil Engineering, University of Bristol, Queen's Building, University Walk, Bristol BS8 1TR, UK; Department of Mechanical Engineering, University of Bristol, Queen's Building, University Walk, Bristol BS8 1TR, UK; Vibration Engineering Section, College of Engineering, Mathematics and Physical Sciences, University of Exeter, Kay Building, North Park Road, Exeter EX4 4QF, UK.
Department of Civil Engineering, University of Bristol, Queen's Building, University Walk, Bristol BS8 1TR, UK.
Eng Struct. 2015 Dec 15;105:62-76. doi: 10.1016/j.engstruct.2015.09.043.
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.
对诸如桥梁等动态结构上的行人荷载进行建模仍然是一项挑战。这是因为行人能够与振动结构相互作用,这可能导致结构响应放大。当前的设计指南往往不准确且具有局限性,因为它们没有充分认识到这种效应。这源于缺乏关于行人在振动地面上行为的数据,以及以往旨在量化这种情况下行人行为的实验活动结果准确性的不确定性。为此,本文提出了一种新颖的实验装置,该装置旨在在实验室环境中评估行人在横向振动地面上的行为,同时避免人为因素的影响,并允许自由步态。在其开发过程中采用了一种受生物启发的方法,依靠对生物系统操作复杂性的理解,特别是它们的适应性和控制要求。在确定行人对结构的作用力时,考虑了过去研究中被忽视的信号处理问题。在该装置上进行的测试结果与先前实验研究的结果以及用于在横向振动地面上行走的倒立摆行人模型的输出相关,该模型能够产生自激力。