摘要
本文在屈服线理论的基础上提出了斜板配筋的实用理论和计算公式,可供设计参考。
In this paper the practical theory and calculation formulas of skew slab reinforcement are developed based on Yield-Line Theory. They Can be used as reference by designers.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
1992年第4期475-481,共7页
Journal of Tongji University:Natural Science
关键词
屈服线
配筋
斜板桥
Skew slab
Yield line
Orthogonal reinforcement
Oblique intersection reinforcement
