slit shearing meaning in Chinese

纵向切断

In this dissertation , the response of reinforced concrete slit shear walls under cyclic loading and reinforced concrete shear walls with large or small opening holes is investigated by using nonlinear finite element analysis method
本文用微观有限元模型对带竖缝耗能剪力墙和开洞剪力墙的抗震性能进行了分析。
The main work carried out goes as follows : ( 1 ) the principal theory of nonlinear finite element analysis was expatiated and a computer program was developed with fortran powerststion . the reliability of the fortran program was proved by comparing computed results with experimental results , besides , by using this program . the appropriate length of shear connections of slit shear walls was investigated
本文的主要内容有以下几个方面： ( 1 )阐述了剪力墙结构非线性有限元分析的基本理论，编制了静力非线性分析的fortran程序，程序的可靠性通过理论计算与试验结果的对比加以验证，并用该程序分析了带竖缝耗能剪力墙，探讨了耗能剪力墙结构的连梁合理高度问题。