竖向荷载作用下边梁对板柱结构受力性能影响  

Analysis of Performance of Slab-column Structure with Spandrel Beam under Vertical Load

作　　者：周剑[1] 梁书亭[1] 许巍[1] 

机构地区：[1]东南大学土木工程学院,南京210096

出　　处：《江苏建筑》2006年第1期15-17,共3页Jiangsu Construction

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.

关 键 词：边梁 板柱结构 破坏类型 冲切承载力 有限元分析 

分 类 号：TU-375.1[建筑科学]