摘要
运用PKPM结构分析软件,分析比较了在相同竖向荷载作用下L形不规则无梁楼板不规则边形状及尺寸的变化对板内力影响及阴阳角应力集中现象,得出L形不规则板的存在没有改变整个无梁楼板结构体系的受力特点的结论。
This article utilized the PKPM .software to analyze the internal force and the comer stress concentration phenomenon of the L irregular flat-plate slab under the same vertical load function side and size changing of slab. Draws the conclusion that the existence of L type irregular slab does not change the stress characteristics of the whole beamless floor slab structure system.
出处
《山西建筑》
2009年第2期29-31,共3页
Shanxi Architecture
关键词
无梁结构
不规则楼板
内力分析
flat-plate structure, irregular slab, internal force analysis