摘要
将基础板视为弹性板 ,通过对四角点支承、四边自由矩形板按弹性薄板考虑 ,求出其解析解 ,然后与现有的弹性地基模型相结合 ,得出弹性地基上弹性薄板与土共同作用的半解析解。
The analytic solution of an elastic rectangle plate is presented under the condition of four corner points simply surpported and four sides free. The half analytic solution of an elastic rectangle plate on elastic subgrade is also given by combining the above analytic solution and the concentrated spring model existing. Some computational results are presented.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2000年第5期659-665,共7页
Chinese Journal of Rock Mechanics and Engineering
关键词
弹性地基
弹性板
共同作用
elastic subgrade, elastic plate, interaction
