The results indicate that considering shear wall rigidity can significantly reduce the differential settlement and the bending moment of raft for high-rise buildings.
结果表明，上部为剪力墙结构的高层建筑，考虑上部结构刚度作用可显著减小筏板的差异沉降和弯矩。
By adjusting the thickness and space of the shear wall, the problem that the plane is a bit long is solved, and the rigidity distribution 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。
The fourth chapter infers the best rigidity the expression of shear wall based on the limited value the structure apex.
第四章基于结构顶点位移限值推导出剪力墙最佳刚度的表达式。
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