The proper displacement pattern is given; the asymptotic equations are derived and solved numerically.
文中给出了适当的位移模式，推导了渐近方程，并且给出了数值结果。
The homogeneous solution of the differential equation for the shear lag was taken as the displacement pattern of finite segment.
取控制微分方程的齐次解作为梁段的有限元位移模式。
By a great number of calculation and comparison, the displacement-pattern of frame structures is analyzed, and the consistent condition and definition method are provided.
通过大量的弹塑性分析，提出了多层框架结构位移模式保持一致的条件和位移模式的确定方法。
By a great number of calculation and comparison, the displacement-pattern of frame structures is analyzed, and the consistent condition and definition method are provided.
通过大量的弹塑性分析，提出了多层框架结构位移模式保持一致的条件和位移模式的确定方法。
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