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。
2
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。
3
A discrete form is given, which proved to be with high accuracy even when the displacement lost continuity.