Hybrid Model for Pedestrian-Induced Lateral Vibrations of Footbridge Based on Pedestrian Phase Evolution and Inverted Pendulum Model: Simulation and Validation-Reference-Cited by-同舟云学术

Hybrid Model for Pedestrian-Induced Lateral Vibrations of Footbridge Based on Pedestrian Phase Evolution and Inverted Pendulum Model: Simulation and Validation

Published:2024-08 Issue:8 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Jia Buyu¹,Chen Yangwen²,Yu Xiaolin³

Affiliation:

1. Associate Professor, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China.

2. Ph.D. Student, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China.

3. Associate Professor, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6578

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2. The London millennium footbridge revisited: Emergent instability without synchronization;Belykh I.;SIAM News,2022

3. Emergence of the London millennium bridge instability without synchronisation;Belykh I.;Nat. Commun.,2021

4. Foot force models of crowd dynamics on a wobbly bridge;Belykh I.;Sci. Adv.,2017

5. Bistable gaits and wobbling induced by pedestrian-bridge interactions;Belykh I. V.;Chaos,2016

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