摘要
文章介绍了带边梁板柱结构在竖向荷载作用下破坏类型及判定方法,用ANSYS5.7有限元程序计算了两种柱距时13种不同边梁截面条件的板柱结构在竖向荷载下的受力性能,证实在采取合理构造措施时一般发生延性弯曲破坏。
In this paper, the style and methods of failure of slab-column structure with spandrel beam under vertical load are introduced. The performance of two different column distances of thirteen slab-column structures with different sections under vertical load is analyzed with the finite element analysis program called ANASYS5.7. The slab-column structure will have ductility bending failure under proper measures.
出处
《江苏建筑》
2006年第1期15-17,共3页
Jiangsu Construction
关键词
边梁
板柱结构
破坏类型
冲切承载力
有限元分析
Spandrel beam
slab-column structure
style of failure
punching shear strength
