NDLI: A study for the lateral vibration of the cable-stay bridge induced by pedestrians

Content Provider	IEEE Xplore Digital Library
Author	Bin Zhen Fang Han
Copyright Year	2011
Description	Author affiliation: School of Information Science and Technology, Donghua University, Shanghai, China (Fang Han) \|\| School of Civil and Architecture Engineering, Wuhan University of Technology, China (Bin Zhen)
Abstract	In this paper, the lateral vibration of the cable-stay bridge induced by pedestrians is investigated. The motion differential equations of 2 DOFs nonlinear model for the lateral vibration of the cable-stay bridge induced by pedestrians are derived by using the loading function suggested by Nakamura [8]. The conditions for the lateral vibration of the cable-stay bridge are obtained from the standpoint of nonlinear dynamics. We show that whether the lateral vibration of the cable-stay bridge occurs depends on the rate of a pedestrian's lateral force, pedestrian density, rate of synchronized pedestrians, the pedestrians' attitude to large vibration amplitude and the damping of bridge, but is unrelated to the stiffness of the bridge and stays as well as the damping of the stays. In addition, it seems that the pedestrians are not always most likely to synchronize at the bridge frequency around 1.0Hz.
Starting Page	1903
Ending Page	1906
File Size	345534
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5775319
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Vibrations Bridges Damping Nonlinear dynamics Pedestrians Humans Educational institutions Lateral vibration Nonlinear dynamical systems Electronic mail Cable-stay bridge
Content Type	Text
Resource Type	Article

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