The paper puts forward a kind of calculating method for displacement, internal force and interaction of high-rise frame-shear wall structure under lateral load by using continuity method.
提出一种采用连续化方法对高层框架—剪力墙结构在侧向荷载作用下的位移、内力及相互作用的计算方法。
The continuity of acceleration deceleration displacement, speed, acceleration and jerk function is satisfied by the form of the acceleration deceleration displacement function.
利用加减速位移曲线函数的表达式保证位移、速度、加速度、加加速度曲线的连续性。
A discrete form is given, which proved to be with high accuracy even when the displacement lost continuity.
本文导出一种离散格式，它对不再要求连续的位移函数能够给出较高的计算精度。
A discrete form is given, which proved to be with high accuracy even when the displacement lost continuity.
本文导出一种离散格式，它对不再要求连续的位移函数能够给出较高的计算精度。
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