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Mode Analysis and Study of Sunjiagou Aqueduct

机译:孙家沟渡槽的模式分析与研究

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This paper mainly adopts the finite element analysis software ANSYS to calculate and analyze the dynamic characteristic of aqueduct structure, using added mass method to deal with interaction between water and aqueduct wall, and get the natural vibration frequency and main vibration mode of U-shaped aqueduct in different water depth. The calculation result shows that water has a small effect on the vibration mode of aqueduct structure, but has a greater influence on the natural vibration frequency of aqueduct structure; natural vibration frequency of aqueduct structure decreases with the depth deepening. The research results provide the basis for the seismic design and protection of Sunjiagou aqueduct.
机译:本文主要采用有限元分析软件ANSYS计算和分析渡槽结构的动态特性,采用额外的质量方法处理水和渡后墙之间的相互作用,得到U形渡槽的自然振动频率和主要振动模式在不同的水深。计算结果表明,水对渡槽结构的振动模式有很小的影响,但对渡槽结构的自然振动频率产生了更大的影响;渡槽结构的自然振动频率随深度深化而减少。研究成果为孙家沟沟渠的地震设计和保护提供了基础。

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