In addition, on the basis of experiment of SRC walls, with the help of program CANNY, the limit value of axial compression ratio of SRC wall was analyzed and proposed for seismic design.

• 另外，通过构件低周反复加载试验与计算机数值仿真技术相结合的方法，分析了型钢混凝土剪力墙构件的轴压比限值问题，并提出了设计建议。