摘要
通过对长细比不同的八个轴心受压钢筋混凝土空心剪力墙试件的试验研究,探讨了空心剪力墙在受到轴向压力作用下,试件的破坏机理、变形特征及截面钢筋的应变情况。提出了截面承载力的计算方法,计算结果与试验结果符合较好。
Based on the test of eight reinforced concrete hollow shear wails of various slenderness ratio under the action of axial compressive force, The failure mechanism, the deformation feature and the strain of steel bar under the axial loading are discussed. The calculation method for the carrying capacity is presented.
出处
《建筑科学》
北大核心
2006年第3期48-51,共4页
Building Science
关键词
钢筋混凝土空心剪力墙
破坏机理
承载力
reinforced concrete hollow shear wall
failure mechanism
carrying capacity
