【摘要】 在已有试验的基础上,通过平截面假定,提出了型钢自密实(SCC)叠合剪力墙屈服位移的计算方法,并用4个型钢SCC叠合剪力墙试件屈服位移的试验值验证该计算方法的正确性。经计算分析可知,提出的计算方法合理可靠,求得的计算值与试验值吻合较好。更多还原

【Abstract】 Based on the plane section assumption,the calculation method of yield displacement was established by considering the characteristic of self compacting concrete(SCC)composite shear walls with profile steel. Compared the analysis results with the experimental results of four SCC composite shear walls with profile steel. The reliability of the method is certified through the comparison of the analysis results and the experimental results.更多还原