摘要
用差分法计算深基坑支护结构,可同时算得各截面的内力和位移。对基坑支护结构采用差分方程系数公式,建立差分方程非常简捷。
When calculating deep foundation pit retaining structure,internal stress and displacement of each section is also available at same time.It is very easy to set up difference equation and further adopt coefficient equation to calculate the retaining structure.
出处
《建筑技术》
北大核心
2003年第2期137-139,共3页
Architecture Technology
关键词
计算
支护结构
深基坑
差分法
位移
deep foundation pit
difference method
displacement
