摘要
文献给出了Winkler地基上无限大板在集中力作用下的解。本文在此基础上,利用零阶柱函数的性质,导出了Winhler地基上无限大板在集中力偶作用下的解。对于有限板问题,采用补偿荷载法求解,可较好地解决此类问题。
The solution of infinite plate resting on Winkler soil-foundation under a concentrated load is given in [1] and [2].In this papcr,using superposition method and the character of cylindrical harmonics, the solution of infinite plate resting on Winkler soil-foundation under a concentrated moment is prcscntcd.The solution of finite plate can be given by using compensating load method.
出处
《西北建筑工程学院学报(自然科学版)》
1990年第1期35-40,共6页
Journal of Northwestern Institute of Architectural Engineering
关键词
地基
有限板
补偿荷载法
计算
soil-foundalion,finite platc,cylindrical harmonics,compensating load meth od