It is also shown that the nonlinear static procedure gives a safe estimation of the inelastic seismic response statistically for regular RC frames with good numerical stability.
分析研究表明，采用本文建议的侧力模式进行推覆分析，可在统计意义上可对钢筋混凝土规则框架结构的抗震能力作出偏于安全的估计。
It is also shown that the nonlinear static procedure gives a safe estimation of the inelastic seismic response statistically for regular RC frames with good numerical stability.
分析研究表明，采用本文建议的侧力模式进行推覆分析，可在统计意义上可对钢筋混凝土规则框架结构的抗震能力作出偏于安全的估计。
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