A Seismic Measure for Three-span Cable-stayed Bridge in Longitudinal Direction

@inproceedings{Li2005ASM,
  title={A Seismic Measure for Three-span Cable-stayed Bridge in Longitudinal Direction},
  author={L. Li},
  year={2005}
}
In this paper, the seismic responses of a cable-stayed bridge with different longitudinal restraint at the tower-girder connections are investigated. The results show that supplement of an elastic restraint or a fluid damper is useful measure to reduce structural response. Besides, a method which is used to estimate design parameters of longitudinal elastic restraint or fluid damper is presented, and the corresponding ranges of these parameters are suggested.