摘要
根据弹性层状理论 ,运用矩阵递推技术得到了弹性多层地基内部作用一水平集中荷载时扩展Mindlin课题的解析解 ,该解析解很容易编制计算程序 ,并具有较高的计算速度和精度 。
By means of the general theory of stresses and displacements in layered systems, using the recurrence laws of matrices, an explicit solution for a horizontal force at a point in the interior of a layered soil is derived. The solution is easy to program, has a higher calculated speed and accuracy, and is convenient for application.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2000年第3期272-276,共5页
Journal of Tongji University:Natural Science
基金
教育部跨世纪优秀人才基金资助项目
关键词
多层弹性地基
水平集中载荷
扩展Mindlin解
general theory of layered systems
recurrence laws of matrices
extended Mindlin problem