Research on Seismic Behavior of Top-bear Arch Bridge with Viscoelastic Damping Braces
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U442.5

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    Abstract:

    This paper proposes a new method of structure control that to set damping braces in a top - bear arch bridge. Lumped damping can be introduced to structures to reduce seismic response. The FEM analysis of Nimu bridge which is braced with viscoelastic dampers had done. The results show that the viscoelastic damping braces can remarkably decrease displacement within the arc plane, which is an efficient structure control method.

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孙毅 李正良 陈朝晖.上承式拱桥阻尼支撑加固抗震性能分析[J].重庆大学学报,2006,29(8):21~24

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  • Received:March 20,2006
  • Revised:March 20,2006
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