摘要
分析了工程上常用的钢筋砼四边简支板的角隅效应及其对板的极限承载能力的影响；讨论了如何防止角隅效应的作用．
In this Paper,the corner effect of four edge simply supPOrted slabs in use for engineering and its influence on limit load-carrying capacity of slab are analysed.And the prevention of corner effect is discussed.
出处
《青岛建筑工程学院学报》
1996年第2期29-33,51,共6页
Journal of Qingdao Institute of Architecture and Engineering
关键词
钢筋混凝土
角隅效应
简支板
极限荷载
corner effect,plastic hinge line,principle of virtual work,limit load
