Based on the theoretical analysis, the generalbuckling equation 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 generalbuckling theory of bars with thin-walled open sections, the lateral buckling equation 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
The modes of local buckling and general failure for honeycomb sandwich plates under pure bending loads are studied through four-point bending tests.