Damping Behavior of Hybrid Fiber-Reinforced Polymer Cable with Self-Damping for Long-Span Bridges

Author:

Yang Yaqiang1,Wang Xin2,Wu Zhishen3

Affiliation:

1. Postdoctoral Fellow, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast Univ., International Institute for Urban Systems Engineering, Nanjing 210096, China; Visiting Scholar, Dept. of Urban and Civil Engineering, Ibaraki Univ., Hitachi 316-8511, Japan.

2. Professor, Key Laboratory of C&PC Structures Ministry of Education, Southeast Univ., Nanjing 210096, China; Professor, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast Univ., International Institute for Urban Systems Engineering, Nanjing 210096, China (corresponding author).

3. Professor, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast Univ., International Institute for Urban Systems Engineering, Nanjing 210096, China; Professor, Dept. of Urban and Civil Engineering, Ibaraki Univ., Hitachi 316-8511, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. Chen Y. Ko J. and Ni Y. (2000). “Experimental investigation of cable vibration control using electro-rheological (ER) damper.” Proc. Int. Symp. on Smart Structures and Microsystems International Symposium on Smart Structures and Microsystems Hong Kong.

2. Cheng S. and Lau D. T. (2006). “Impact of using CFRP cables on the dynamic behaviour of cable-stayed bridges.” Proc. IABSE Symp. Rep. International Association for Bridge and Structural Engineering Zurich Switzerland 19–26.

3. Computation of Rayleigh damping coefficients for large systems;Chowdhury I.;Electron. J. Geotech. Eng.,2003

4. Identification of modal parameters from transmissibility measurements

5. Free vibrations of inclined cables;Irvine H. M.;J. Struct. Div.,1978

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