摘要
用无奇异边界元法分析Ｗｉｎｋｌｅｒ地基板的弯曲问题，选择Ｔｈｏｍｓｏｎ函数作为该问题的基本解。
In this paper the bending problem of the plates on Winkler foundation is solved by use of the nonsingular boundary element method. The Thomson's function is chosen as the foundamental solution which can lead to high accuracy with less freedom to be used.
出处
《青岛建筑工程学院学报》
1999年第1期8-11,共4页
Journal of Qingdao Institute of Architecture and Engineering
关键词
边界元法
地基板
基本解
弯曲
Thomson函数
boundary element method, plates on the Winkler foundation, foundamental solution
