The plane displacement of hyperelasticity was discussed. Aimed at a complex strain energy density function, a group of hyperelasticity governing equations defined on initial configuration were solved.
针对一种复杂的应变能密度函数形式，在平面位移情况下，对定义在初始构形上的超弹性基本方程进行了直接的解析求解。
For top structure which has complex bodily form, it 's control of peak level displacement has crucial function, so the inspect of peak level displacement is important tache in construction.
对于体型复杂的高耸结构，其顶点水平位移的控制对结构的稳定性起着至关重要的作用，所以在施工过程中对其顶点水平位移实时监测是一个重要环节。
The displacement solution is constructed by applying the methods of complex function and multi polar coordinates system.
利用复变函数和多极坐标方法构造了问题的位移解。
应用推荐