倾斜偏心荷载作用下基桩改进有限杆单元法

The foundation pile improved finite bar element method under oblique eccentric loading

在分析探讨相关文献资料的基础上,结合算例对倾斜偏心荷载作用下基桩的受力特性以及改进有限杆单元法进行了较系统深入的研究,指出改进有限元的分析在国内外具有重要的理论与工程实际意义。

Based on analysis and discussing related references and data, combined with calculation example, the foundation pile mechanical characteristics under oblique eccentric loading and improved finite bar element method were researched systematically and profoundly. It pointed out that improved finite element analysis had important theoretical and engineering practical meanings at home and abroad.