摘要
弹性线法是支护桩常用的一种内力计算方法。由于该方法是一种图解法，工程应用较为繁琐，且影响计算精度。本文结合理论推导，编制了弹性线法计算程序，并对习惯采用的控制桩端变形的参数作了进一步探讨。
The elastic line method,which is often used in the calculation of the internal force of the bearing pile,is a kind of graphical one.Its complicated and less plenty of degree of accuracy.In this paper,the calculation programme of the elastic line method based on corresponding theoretical development is made out.And the reference value which is used to controlling the deformation in the bottom of the pile is studied in this paper.
出处
《山东建材学院学报》
1999年第3期240-243,共4页
Journal of Shandong Institute of Building Materials
关键词
支护桩
弹性线法
计算程序
内力
bearing pile
elastic line method
calculation programme
