For the inter storyshear force, the distribution curves of calculation ones and test ones are approximately linear.
从层间剪力包络图来看，试验值与有限元计算值都呈现近似直线分布。
2
For the frame-wall structure system, the seismic storyshear of frame will change along with stiff degenerating of wall.
对于框架—剪力墙结构体系而言，随着剪力墙的刚度退化，框架的地震层剪力会不断变化。
3
The process include three aspects:(1) From " storyshear model", the story lateral stiffness is deduced, and compared with the rectangular column frame structure.