对裂缝的原因进行分析并按弹性地基框架进行计算。

This essay analyzes what causes the crack and calculates according to the elastic ground frame work.

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用有限单元法对弹性地基和上部框架进行整体分析，是一种有效的办法。

It is effective to use finite element method in monolithic analysis of an elastic foundation with the frame on it.

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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。

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.

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