摘要
从地基与基础共同工作的力学性能出发，通过对控制微分方程的技术处理，并考虑地基梁的扭转影响，推导出斜交网格基础与地基支承刚度耦合的刚度方程。可求出地基反力和地基梁的任意截面的内力。并在微机上编制了实用计算程序，结合工程给出了算例。
Basing on behavior of interaction between soil - foundation, treating control differential equation, and considering torsion of foundation beams, a compling stiffness equation is established for oblique gridage foundation beams and soil. Foundation reaction, arbitarg internal forces of foundation beams can be obtained. Practical program is processed by microcompter, and examples relating engineering are given.
出处
《安徽建筑工业学院学报（自然科学版）》
1996年第4期13-21,共9页
Journal of Anhui Institute of Architecture(Natural Science)
基金
安徽省教委自然科学基金
关键词
斜交网格基础
共同工作
半解析解
配筋程序
oblique gridage foundation, interaction, semi-analytical solution, reinforced program
