上部的剪力墙刚度较大，而下部的框架结构刚度较弱，其差别一般较大，这对整

上部的剪力墙刚度较大，而下部的框架结构刚度较弱，其差别一般较大，这对整栋建筑的抗震是非常不利的，同时转换梁作为连接节点，受力也非常复杂，因此设计时因予以充分考虑，特别是在抗震设防的地区应慎用。

結果 (英文) 1:

The stiffness of shear wall in the upper, and lower structural stiffness is weak, the difference is larger, this is very negative for the building earthquake-resistant and transfer beam connections, force is also very complex, due to be fully taken into account when you design, especially in the area of earthquake should be used with caution.

結果 (英文) 2:

The upper portion of the shear stiffness, rigidity and a lower portion of the frame structure is weak, the difference is generally higher, this earthquake is very unfavorable throughout the building, while the transfer beam as a connecting node, the force is also very complex, due to be designed with consideration, particularly in seismic areas should be used with caution.

結果 (英文) 3:

The upper part of the shear wall stiffness, and the lower part of the frame structure stiffness is weak, the differences are generally larger, the entire building of the earthquake is very negative, at the same time as the transfer beam connection, the stress is very complex, so the design was to be fully considered, especially in the area of seismic fortification should be used with caution.