Investigation Concerning Vibration Reduction of Self-Anchored Suspension Bridge under Vehicle Braking Forces

Meng Gang Yang; Zhu Qing Yang

doi:10.4028/www.scientific.net/AMR.163-167.2689

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Study of Load Test of Pedestrian Suspension Bridge
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Application Analysis of Structure Deformation Monitoring Prediction Methods
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Effect of Computational Patterns of PCA on Moving Force Identification
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A Technique Based on Kalman Filter and Least Square Estimation for Time Domain Structural Damage Detection
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Investigation Concerning Vibration Reduction of Self-Anchored Suspension Bridge under Vehicle Braking Forces
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Study on Parameters for Identification of Wavelet Packet Energy Spectrum for Structural Damage Alarming
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Bidirectional Moving Vehicle Load Identification from Bridge Responses
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A Metamodel Based Damage Identification Method
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Investigation Concerning Vibration Reduction of...

Investigation Concerning Vibration Reduction of Self-Anchored Suspension Bridge under Vehicle Braking Forces

Abstract:

Large longitudinal displacement would be generated by vehicle braking force in the girder of self-anchored suspension bridge, just as the floating system of cable-stayed bridge. In this paper, taking Pingsheng bridge as an engineering example, the vehicle braking force models are established according to traffic survey, furthermore dynamic response and vibration reduction of the bridge under vehicle braking force are investigated by finite element analysis. The results show that the longitudinal displacement of the girder is relatively large, and it can effectively be controlled by viscous dampers with optimal parameters.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

2689-2692

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.2689

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Online since:

December 2010

Authors:

Meng Gang Yang, Zhu Qing Yang

Keywords:

Self-Anchored Suspension Bridge, Vehicle Braking Force, Vibration Reduction, Viscous Damper

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