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- W2051864084 abstract "The vibration control to responses of long-span bridges induced by seismic excitation is an important way to improve the safety of the structure. This paper deals with the analysis of the seismic behavior of bridge equipped with viscous dampers when subjected to multi-support seismic excitation, focusing on the traveling wave effect on seismic response. A scheme of passive control to long-span top-through arch bridges, on which the viscous dampers are arranged, is presented. A calculation method of passive control to bridge is derived considering multi-support seismic excitation, and nonlinear dynamic analysis by means of state variable equation integration is employed to examine the seismic behavior of arch bridge with the supplemental nonlinear viscous dampers. In order to study the influence of traveling wave effect on the seismic control of bridge, taking Nimu arch bridge in Tibet as an example, this paper analyzes the seismic response of bridge under multi-support seismic excitation with wave-velocity changing. Numerical results show that traveling wave effects have a major influence on the vibration-suppressed efficiency of passive control for the bridge. Generally, the effectiveness of control to displacement and internal force become better with wave-velocity increasing. As for internal force, the control of moment is superior to that of thrust." @default.
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- W2051864084 date "2011-01-01" @default.
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- W2051864084 title "Influence of Traveling Wave Effect on Passive Seismic Control of Long-Span Bridge" @default.
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- W2051864084 doi "https://doi.org/10.1016/j.proeng.2011.07.291" @default.
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