路基反力系数对埋地管道动力响应的影响

Jin-Ho Jeong, Kwang-Yeol Lee, Hyo-sub Kang
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引用次数: 0

摘要

考察了路基反力系数值对端部边界条件为固定端部的埋地混凝土管道动力响应(位移响应和应变响应)的影响。采用模态叠加法进行了动力分析,确定了适用于分类岩体的路基反力系数的代表值。研究发现,对于频率较高、视传播速度较低的地震波,路基反力系数对管道动力响应的影响较为明显。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect on Coefficient of Subgrade Reaction on Dynamic responses of Buried Pipelines
: We have examined the effect of values of subgrade reaction coefficient on the dynamic responses(displacement and strain responses) of the buried concrete pipeline of which the end boundary condition is the fixed ends. We have carried out the dynamic analysis of mode superposition method with representative values of coefficient of subgrade reaction applicable to the classified rock masses. We have found that the effect of subgrade reaction coefficient on the dynamic responses of the pipeline appears noticeable for the seismic waves having relatively high frequency and low apparent propagation velocity.
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