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A SEISMATIC STUDY ON THE AQUEDUCT BRIDGE

机译:渡槽桥的地震研究

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摘要

In this paper, the frequencies, dynamic displacement and dynamic stress of aqueduct bridge subjected to earthquake loads are calculated by numerical methods. The results show that the dynamic characteristics and seismic responses of the bridge change with the variance of the amplitude, incident direction, predominant frequencies of earthquake acceleration, meanwhile, the properties of foundation materials of the structure and the quantity of water body on the top of aqueduct structure are also influence on the dynamic characteristics and seismic responses of the structure. Basing on the computational results, different design options and precautionary measures for the aseismatic design and construction are proposed.
机译:本文采用数值方法计算了地震荷载作用下渡槽桥的频率,动位移和动应力。结果表明,该桥梁的动力特性和地震响应随振幅,入射方向,地震加速度的主要频率的变化而变化,同时,该结构的基础材料特性和水体顶部的水量也随之变化。渡槽结构也对结构的动力特性和地震响应产生影响。根据计算结果,提出了防震设计施工的不同设计方案和预防措施。

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