Capacity spectrum method was adopted to perform nonlinear static seismic response analysis for highrise frame structures with grouped pile foundation resting on natural foundation soils.
本文基于能力谱方法对天然地基上带群桩基础的高层框架结构进行了平面静力弹塑性分析。
The results computed from spectrum correspond to which from nonlinear time response analyses.
应用该谱的工程实例分析结果与非线性时程响应的分析结果吻合较好。
The results computed from spectrum correspond to which from nonlinear time response analyses.
应用该谱的工程实例分析结果与非线性时程响应的分析结果吻合较好。
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