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On a model for the pedestrians-induced lateral vibrations of footbridges

机译:在行人引起的人行桥横向振动的模型上

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We study the synchronization of the pedestrians motion with the lateral motion of slender footbridges, which attracted the attention of researchers mainly after the Millennium Bridge well known event. We consider a bridge-pedestrians model developed by Strogatz et al. To better understand some aspects of the underlying mechanical phenomena and to increase the agreement of the model results to the effective behaviour of the walkers (as observed during the Millennium Bridge’s opening day and during Arup’s tests on site) we have introduced some modifications to the model and we have performed extensive parametric investigations, supported by many numerical simulations. Our approach is therefore computational, by means of a self-made code. This permits to highlight the parameters which mainly affect the trigger and the development of the phenomenon of synchronous lateral excitation, thus allowing a good understanding of the physical event and an evaluation of the engineering reliability of the Strogatz et al. model.
机译:我们研究了行人运动与细长人行桥的横向运动的同步性,这主要是在千年桥事件之后引起了研究人员的注意。我们考虑由Strogatz等人开发的桥梁行人模型。为了更好地理解潜在机械现象的某些方面,并增加模型结果与步行者有效行为的一致性(在千禧桥开放日和奥雅纳现场测试期间观察到),我们对模型进行了一些修改在许多数值模拟的支持下,我们进行了广泛的参数研究。因此,我们的方法是通过自制代码进行计算的。这样可以突出显示主要影响触发和同步横向激励现象发展的参数,从而可以很好地了解物理事件并评估Strogatz等人的工程可靠性。模型。

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