By adjusting the thickness and space of the shear wall, the problem that the plane is a bit long is solved, and the rigiditydistribution and displacement response are reasonable.
通过调整结构剪力墙的厚度和间距解决了建筑平面偏长的问题，结构的刚度分布和位移反应比较合理。
2
The agreement is good. Finally, location offset of twist center of pile cap with asymmetrically horizontal rigiditydistribution is analyzed, and some beneficial insights are provided.
最后，对刚度不对称时群桩转心位置的偏移量进行了计算分析，获得了一些有益的结论。
3
The distribution of pre-stress in the multi-layer structure is related to the global and local rigidity, the contact area and the clearance of superimposition.