摘要
通过奇异函数得到多层框架柱的力与变形关系，结合梁的转角位移方程推出了框架结构分析的一组新的求解方程．
in this paper, the relationship between force and deformation, of a frame column was ob- tained by singularity functions. With the rotationdisplacement equation of a beam, new equations for frame structures were derived.
出处
《力学与实践》
CSCD
北大核心
2001年第4期47-49,共3页
Mechanics in Engineering
