Experimental Research on 2 : 1 Parametric Vibration of Stay Cable Model under Support Excitation

Author:

Zhang Li-Na1,Li Feng-Chen2ORCID,Yu Xiang2,Cui Peng-Fei3,Wang Xiao-Yong1

Affiliation:

1. College of Engineering, Department of Architectural Engineering, Kangwon National University, Chuncheon 200-701, Republic of Korea

2. Faculty of Civil and Architectural Engineering, East China University of Technology, Nanchang, Jiangxi 330013, China

3. College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China

Abstract

For 2 : 1 parametric vibration problem of stay cable under support excitation, a sliding support only in the vertical moving is designed to simulate the bridge stay cable’s vibration test model. Meanwhile, using numerical simulation of cable free vibration and dynamic characteristic test analysis, the experimental research under various conditions is implemented in the actual cable-stayed bridge as the research object, which is compared with the corresponding numerical simulation results. According to the analysis results, it shows that as the vibration test model has 2 : 1 parametric vibration under the support excitation the results of maximum cable displacement from experimental analysis and numerical simulation are basically consistent which revealed that the parametric vibration of stay cable exists and is easy to occur. Additionally, when the bridge bearing excitation frequency is similar to the 2 : 1 frequency ratio, small excitation can indeed lead to the sharp “beat” vibration of cable; therefore it is very necessary to limit the amplitude of support excitation to prevent the occurrence of a large main parametric resonance.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

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