Based on the theoretical analysis, the general bucklingequation of semi-rigid frame column is deduced.
通过理论分析，推导了具有半刚性连接框架柱的一般屈曲方程。
2
Basing upon the general buckling theory of bars with thin-walled open sections, the lateral bucklingequation of bulkhead stiffeners is derived in this paper.
本文根据开口薄壁杆件稳定性的一般理论导出了舱壁扶强材的侧向稳定性方程序。
3
Finally, buckling load and mode can be calculated from the characteristic equation.