摘要
提出一种Ｗｉｎｋｌｅｒ地基板分析新方法。该方法计入了板的横向剪切变形和挤压变形影响，其基本方程如同经典理论一样简单易解。若令地基反力系数Ｋ为零，本文结果即为正文各向异性板的近似弹性理论解。
In this paper, a new method was posed to winkler ground plates. In this new method the influence of transverse and squeeze deformation was considered, the basic equations are complacated easily like classical theory. If the ground reacting force coefficient K is zero, the result of this paper is the ortho-anisatropic plates's approximate elasticity theory solution.
出处
《安徽建筑工业学院学报（自然科学版）》
1999年第2期18-24,共7页
Journal of Anhui Institute of Architecture(Natural Science)
