摘要
本文直接从平衡方程出发,利用传递矩阵方法,推导出了多层弹性半空间非轴对称问题的解析解.由于不必要引入应力函数,所以本方法概念清晰,易懂,便于实际应用.
By moans of transfer matrix, the explicit solution for nonaxisvmmctrical problems in multilayered elastic half space is derived driectly from equilibrium equations. The solution can be used for any non-axisymmetrical loading case in which layers arc completely contacted. This method is clear in concept, and the corresponding fomulas given in the paper are not only simply but also convenient for application.
出处
《土木工程学报》
EI
CSCD
北大核心
1995年第1期66-72,共7页
China Civil Engineering Journal