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2394-3661, Volume-4, Issue-5, May 2017 Longitudinal damping parameter sensitivity analysis of self-anchored suspension bridge with viscous dampers Feng miao, Ping tian, Ping guan Abstract— In order to study the influence of various parameters on the dynamic response of the self-anchored suspension bridge with viscous dampers, based on a self-anchored suspension bridge, a model was establish by Midas/Civil finite element software, and the longitudinal seismic response of the bridge under the position change(placement between the main girder and the side pier, the main girder and the main tower ,and placement between the main girder and side piers and the main beam and the main tower at the same time) of the viscous damper is analyzed by nonlinear time history analysis method.
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At the same time, the correct separation of elastic scattering corrections permits one to consider the damping effects (inelastic scattering corrections) in the unified and coherent fashion.