The seismic response analysis model of thin wall space aqueduct with fluid-structure coupling is established.
建立了考虑槽身和槽内水体流固耦合的渡槽薄壁结构梁段有限元动力分析模型。
This paper presents the response displacement method for seismic response analysis of slender underground structures.
文章根据细长地下结构的地震响应特点和实例，对响应位移法进行了探讨。
The results offer great reference to seismic response analysis and site safety evaluation of the Changjiang nuclear power plant.
研究成果对海南昌江核电厂地基的地震反应分析和场地安全性评价有着重要的参考意义。
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