Two methods of determining the yield base shear and the yield top displacement of RC frames are suggested.
提出了两种确定钢筋混凝土框架的屈服基底剪力和屈服顶点位移方法。
Numerical results show that the sliding vibration isolation structure using semi-active control not only has good isolation effect, but also has lesser maximum slippage and residual base displacement.
对计算实例的分析表明，通过半主动控制的滑移隔震结构不但具有较好的隔震效果，且能有效地减小基底的最大滑移量及残余位移。
Based on it, a method is proposed to calculate the displacement and the distribution of reaction on the base of foundations under dynamic loading.
并提出了一种在动力基础中的基底反力分布和基底位移的计算方法。
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