The flexural buckling of continuous chord with rigid joint;
刚性支座下双轴对称截面连续压杆的弯曲屈曲；
Both instances of elastic and inelastic are considered in flexural buckling.
其中在弯曲屈曲中都分别考虑了弹性屈曲和非弹性屈曲。
The flexural buckling and flexural-torsional buckling modes of a monosymmetric section column are presented and the equivalent slenderness ratio for flexural-torsional buckling is derived.
阐述单轴对称截面轴心受压构件弯曲屈曲和弯扭屈曲两种失稳形式，以及绕截面对称轴弯扭屈曲换算长细比的计算方法和应用实例。
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