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 target displacement of a structure can be predicted by capacity spectrum method, where the demand curves are often constructed by elastic-plastic response spectra.
能力谱法可以用来估计结构的目标位移，在该方法中弹塑性反应谱常用于需求曲线的建立。
Based on interval analysis and displacement finite element method, the static displacement response analysis of structure comes down to solve the interval finite element control equation.
现有的理论和方法采用区间分析和位移法有限元理论对其进行分析，最终归为位移法区间有限元控制方程的求解。
By comparing the surface displacement response under action of dynamic point loads obtained by TLM with that by other numerical method, the model setup indexes for TLM were discussed.
利用点源简谐荷载作用下的土层反应与其它数值分析方法的对比讨论薄层模型的设置指标。
By comparing the surface displacement response under action of dynamic point loads obtained by TLM with that by other numerical method, the model setup indexes for TLM were discussed.
利用点源简谐荷载作用下的土层反应与其它数值分析方法的对比讨论薄层模型的设置指标。
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