Numerical analysis of a synchronization phenomenon: Pedestrian-structure interaction

被引:14
|
作者
Morbiato, Tommaso
Vitaliani, Renato [2 ]
Saetta, Anna [1 ]
机构
[1] Univ IUAV Venice, Dept Res, I-30123 Venice, Italy
[2] Univ Padua, Dept Construct & Transportat, I-35131 Padua, Italy
关键词
Pedestrian dynamics; Synchronization; Pedestrian-structure interaction; Footbridges; BALANCE;
D O I
10.1016/j.compstruc.2011.04.013
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The pedestrian-structure interaction is considered by developing a non-linear double pendulum model, representing the lateral walking of the pedestrian and the horizontal vibration mode of the structure. To understand the synchronization phenomenon, the two oscillators were considered in their phase spaces, and a ring-dynamics approach was applied. As synchronization occurs, pedestrian motion becomes in phase quadrature with a quarter-of-period in advance of the bridge motion: this ensures stability of walking conditions on a moving deck, but causes random cancellation of forces typical of an incoherent crowd. Correspondingly, the lateral force transmitted to the structure increases its value, approaching resonance conditions. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1649 / 1663
页数:15
相关论文
共 50 条
  • [1] Structured uncertainty for a pedestrian-structure interaction model
    Gomez, Daniel
    Dyke, Shirley J.
    Rietdyk, Shirley
    [J]. JOURNAL OF SOUND AND VIBRATION, 2020, 474
  • [2] PEDESTRIAN-STRUCTURE DYNAMIC INTERACTION BASED IN KINETIC AND KINEMATIC PARAMETERS
    Toso, Marcelo Andre
    Gomes, Herbert Martins
    [J]. PROCEEDINGS OF THE 22ND INTERNATIONAL CONGRESS ON SOUND AND VIBRATION: MAJOR CHALLENGES IN ACOUSTICS, NOISE AND VIBRATION RESEARCH, 2015, 2015,
  • [3] Experimentally fitted biodynamic models for pedestrian-structure interaction in walking situations
    Toso, Marcelo Andre
    Gomes, Herbert Martins
    da Silva, Felipe Tavares
    Pimentel, Roberto Leal
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2016, 72-73 : 590 - 606
  • [4] A Three-Dimensional Pedestrian-Structure Interaction Model for General Applications
    Gao, Yan-An
    Yang, Qing-Shan
    Dong, Yun
    [J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2018, 18 (09)
  • [5] Effect of Structural Vibration on the Pedestrian-Structure Interaction System-An Experimental Study
    Liang, Huiqi
    Xie, Wenbo
    Wei, Peizi
    Ai, Dehao
    Zhang, Zhiqiang
    Yang, Kang
    [J]. ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2023, 48 (04) : 4275 - 4293
  • [6] Vertical Vibrations of Footbridges Due to Group Loading: Effect of Pedestrian-Structure Interaction
    Hawryszkow, Pawel
    Pimentel, Roberto
    Silva, Rafaela
    Silva, Felipe
    [J]. APPLIED SCIENCES-BASEL, 2021, 11 (04): : 1 - 16
  • [7] Spatio-temporal assessment of gait kinematics in vertical pedestrian-structure interaction
    Gomez, Daniel
    Rietdyk, Shirley
    Dyke, Shirley J.
    [J]. STRUCTURES, 2021, 31 : 1199 - 1206
  • [8] A direct pedestrian-structure interaction model to characterize the human induced vibrations on slender footbridges
    Jimenez-Alonso, J. F.
    Saez, A.
    [J]. INFORMES DE LA CONSTRUCCION, 2014, 66 : 1 - 9
  • [9] A direct pedestrian-structure interaction model to characterize the human induced vibrations on slender footbridges
    Jimenez-Alonso, J. F.
    Saez, A.
    Caetano, E.
    Cunha, A.
    [J]. 2ND INTERNATIONAL CONGRESS ON MODELS IN STRUCTURAL ENGINEERING, 2013, : 265 - 272
  • [10] Experimental study on vertical dynamic coupling effect of pedestrian-structure
    Zhu, Qiankun
    Ma, Farong
    Zhang, Qiong
    Du, Yongfeng
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 41 (11): : 125 - 133