摘要
本文以五条基本假设为基础,通过分析、推导,确定了多内墙矩形对称建筑物基础与地基接触状态的判定准则,给出了在正、负曲率变形条件下,建筑物基础与地基全部接触时,基础上出现的最大弯矩、最大剪力、弯矩分布以及剪力分布的计算方法。
This paper determines the rule judging the states in which the foundation of the symmetric rectangle building with inside walls gets in touch with the ground,gives the method calculating the maximum winding moment,the maximum shearing force,the distribution of the winding moment and of the shearing force under the conditions of the convex and of the concave,when the foun- dation of the building all touches with the ground.
关键词
变形
建筑物
内墙
内力
Vertical deformation
Building with inside walls Additional strers
