摘要
本文从编制钢筋混凝土结构有限元分析计算程序入手,通过对钢筋混凝土深梁计算结果的分析,阐述了利用有限元法解决钢筋混凝土构件非线性计算问题的全过程和有限单元法在钢筋混凝土结构分析中的作用和地位。
This paper presents a general method for non-linear analysis of Reinforced concrete structures based on the finite element method.A reasonable finite ele- ment Procedure for reinforced concrete members is developed,a full-rang com- purer analysis of the reinforced concrete deep beams is compored with exprim- ent data from tests,and show a good agreemet.
出处
《工程力学》
EI
1987年第2期76-84,共9页
Engineering Mechanics