在防屈曲钢板墙新型结构体系研究的基础上，采用数值分析方法分析了板与柱不同连接形式（开缝、半刚接、刚接）下结构位移荷载曲线、骨架曲线，分析对比了不同边柱的刚度系数对三种防屈曲钢板墙承载力的影响，结果表明：当边柱刚度系数为50.88时，刚接板比半刚接板的极限承载力提高约3%；当边柱刚度系数为22.17，35.11时，半刚接板的极限承载力却高于刚接板。%On the basis of research the new structure system of buckling-restrained steel plate wall,structure displacement load curve and skele-ton curve are analyzed with numerical method when the types of slab-column connections are different( open ioint,semi-rigid ioint,rigid ioint). The influence that stiffness coefficient of different side columns on three kinds of buckling-restrained steel plate walls are compared. Results show that when side column stiffness coefficient is 50. 88,the ultimate structural bearing capacity of rigid ioint of is only 3% higher than that of semi-rigid ioint;while side column stiffness coefficient is 22. 17 and 35. 11,the ultimate structural bearing capacity of semi-rigid ioint is higher.
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