摘要
本文分析了钢筋混凝土连续双向板在均布荷载作用下应力分布的特点,提出了支座负钢筋长度的合理取值。
This paper analyses the distribution character of the stress under the action of the uniform load of the continccous two-way slab of the reinforced conrete,and raises the reasonable determination of the length of negative reinforcement of the support .
出处
《河北建筑工程学院学报》
CAS
1997年第4期71-74,共4页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
双向板
支座
负钢筋
two-way slab,support,negative reinforcement
