The elastoplastic bending instability of the tapered compression members under axial loads about the weak axis is mainly studied.
主要研究了楔形变截面压杆绕弱轴的弹塑性弯曲失稳。
The researching works show that the behavior of concrete filled steel tubular members subjected to compression and bending moment is conti…
研究结果表明，随着核心混凝土强度的变化，钢管混凝土压弯构件的力学性能变化是连续和统一的。
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