摘要
介绍一种简化的弹性基础梁数值解法的基本原理，并根据其弯矩、剪力及地基反力表达式，编制了弹性地基梁数值解法的计算程序，避免了郭氏法繁琐的查表计算工作量，提高了计算效率。
Abstract It introduces the basic principle of a simplified numerical solution method for elastic foundation beam. Based on the expressions about its bending moment, shear force and foundation counter force, the calculation program of numerical solution method for elastic foundation beam is worked out, which has avoided the large work quantity of “Guoshi Method”in consulting the chart and raised calculation efficiency.
出处
《水运工程》
北大核心
1999年第1期1-5,共5页
Port & Waterway Engineering
