混凝土小砌块配筋砌体墙片抗剪性能试验研究  

Experimental research on shear bearing behavior of reinforced masonry wall

作　　者：孙恒军[1] 周广强[1] 程才渊[2] 

机构地区：[1]山东建筑大学土木工程学院,山东济南250101 [2]同济大学结构工程与防灾研究所,上海200092

出　　处：《山东建筑大学学报》2006年第5期391-395,共5页Journal of Shandong Jianzhu University

摘　　要：通过对8片混凝土小型空心砌块配筋砌体墙片在垂直荷载和水平反复荷载共同作用下的抗剪性能试验,研究分析了配筋砌体受剪墙片在周期反复荷载作用下的破坏特征、抗剪承载力、变形能力等方面的性能。试验表明在剪力作用下墙片会发生比较明显的的脆性剪切破坏,其抗剪承载能力较高,而且其变形能力比钢筋混凝土剪力墙的变形能力要好。Based on quasi-static test of eight reinforced masomy walls that may be used in the building with medium height, discussion was made for the failure characteristics, the shear bearing capacity and the deformation capacity of the wall. The test had shown that under shear forces distinct brittle shear failure occured in the wall, and the wall exhibited higher shear bearing capacity and better deformation performance than that of reinforced concrete shearing wall.

关 键 词：配筋砌体 抗剪性能 变形性能 

分 类 号：TU365[建筑科学—结构工程]