摘要
提出了连续梁在任意荷载作用下的挠曲线微分表达式，并采用渐近的方法求解梁的内力。
A differential expression of deformation for the continuous beams in arbitrarilly loading was proposed.An iteration method was used to solve the deformation,internal forces and opposite forces of continuous beams.
出处
《南昌大学学报（工科版）》
CAS
1997年第4期14-18,共5页
Journal of Nanchang University(Engineering & Technology)
关键词
迭代法
连续梁
大挠度
挠度
iteration method,continuous beam,large deflection
