摘要
借助斜坐标与直角坐标的关系,构造了斜交板梁单元的位移函数。
In this paper, the displacement func- tion of oblique plate beam element is constructed by means of the relation between the inclined coor- dinate and rectangular coordinate. A finite element useful method for bending computation of oblique plate beam bridge is presented.
出处
《力学与实践》
CSCD
北大核心
2001年第5期28-31,共4页
Mechanics in Engineering