对应每阶振型下推覆分析的目标位移采用非弹性能力谱方法来计算。
The target displacement of each mode pushover analysis can be obtained by inelastic spectrum.
另外，利用非弹性需求谱确定结构的目标位移是现在的发展趋势，因为它避免了繁琐的非线性时程分析。
On another hand, the seismic performance got from inelastic demand spectrum was increasingly popular because it avoids the complicated nonlinear time history analysis.
非弹性位移比谱是估计结构侧向最大非弹性位移的有效方法。
The inelastic displacement ratio spectra is an effective way to estimate the maximum lateral inelastic displacement of structures.
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