摘要
本文分析了钢筋混凝土双向板非线性有限元方法．计算结果与实验结果吻合较好．
This paper presents some equqtions derived by the authors.These equations are useful in. the design of program for the nonlinear finite element analysis of fracture of reinforced concrete two-way slab.Details of programming and application of the programm are also described.The results of calculation agree well with those measured in experiments.
出处
《水利学报》
EI
CSCD
北大核心
1994年第4期74-80,共7页
Journal of Hydraulic Engineering
关键词
钢筋混凝土
非线性
有限元
双向板
reinfovced concrete,nonlinear analysis,finite element.
