型钢自密实混凝土叠合剪力墙屈服位移计算方法  

Yield Displacement Calculation Method of SCC Composite Shear Walls with Profile Steel

作　　者：宋祥 吕建春[1] 叶燕华[2] Song Xiang;Lyu Jian-chun;Ye Yan-hua

机构地区：[1]江苏省邮电规划设计院有限责任公司,南京210019 [2]南京工业大学土木工程学院,南京210009

出　　处：《建筑技术开发》2018年第8期9-10,共2页Building Technology Development

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。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.

关 键 词：自密实混凝土 叠合剪力墙 屈服位移 

分 类 号：TU375[建筑科学—结构工程]