摘要
本文利用钢筋砼双向板的塑性极限平衡方程，导出在不同约束条件下，分离式和弯起式配筋时板的弯矩系数，并制成实用表格。
In this paper,the plastic ultimate equation of vein forced concrete two-way slabs is used. The factors of slab moment in varied vestraint condition are produced with straight and bent bars,and made in utility talbes.
出处
《广西工学院学报》
CAS
1994年第2期5-11,共7页
Journal of Guangxi University of Technology
关键词
双向板
塑性理论
钢筋混凝土
变矩
Plastic method
Ultimate moment
two-way slab
Moment factor
