MR damping system on Dongting Lake cable-stayed bridge

Z. Q. Chen; X. Y. Wang; J. M. Ko; Y. Q. Ni; Billie F. Spencer Jr.; G. Yang

doi:10.1117/12.498072

18 August 2003 MR damping system on Dongting Lake cable-stayed bridge

Z. Q. Chen, X. Y. Wang, J. M. Ko, Y. Q. Ni, Billie F. Spencer Jr., G. Yang

Proceedings Volume 5057, Smart Structures and Materials 2003: Smart Systems and Nondestructive Evaluation for Civil Infrastructures; (2003) https://doi.org/10.1117/12.498072
Event: Smart Structures and Materials, 2003, San Diego, California, United States

Abstract

The Dongting Lake Bridge is a cable-stayed bridge crossing the Dongting Lake where it meets the Yangtze River in southern central China. After this bridge was completed in 1999, its cables were observed to be sensitive to rain-wind-induced vibration, especially under adverse weather conditions of both rain and wind. To investigate the possibility of using MR damping systems to reduce cable vibration, a joint project between the Central South University of China and the Hong Kong Polytechnic University was conducted. Based on the promising research results, the bridge authority decided to install MR damping systems on the longest 156 stay cables. The installation started in July 2001 and finished in June 2002, making it the world's first application of MR dampers on cable-stayed bridge to suppress the rain-wind-induced cable vibration. As a visible and permanent aspect of bridge, the MR damping system must be aesthetically pleasing, reliable, durable, easy to maintain, as well as effective in vibration mitigation. Substantial work was done to meet these requirements. This paper describes the implementation of MR damping systems for cable vibration reduction.

Citation Download Citation

Z. Q. Chen, X. Y. Wang, J. M. Ko, Y. Q. Ni, Billie F. Spencer Jr., and G. Yang "MR damping system on Dongting Lake cable-stayed bridge", Proc. SPIE 5057, Smart Structures and Materials 2003: Smart Systems and Nondestructive Evaluation for Civil Infrastructures, (18 August 2003); https://doi.org/10.1117/12.498072

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