... out-of-plane moment 非水平矩 out-of-plane stability 平面外稳定 out-of-the plane anisotropic 膜横截面为非等向性 ...
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And the ultimate out-of-plane stability bear capacity of tapered I-section beam-columns with slender web was calculated and analyzed by this model.
并且运用该模型对楔形宽薄腹工形截面压弯构件平面外稳定极限承载力进行计算和分析。
参考来源 - 楔形宽薄腹工形截面压弯构件平面外稳定分析·2,447,543篇论文数据，部分数据来源于NoteExpress
For the out-of-plane stability, design formulae are also proposed for sway buckling and non-sway buckling in the out-of-plane.
对于平面外稳定计算，考虑了平面外是有侧移失稳和无侧移失稳两种情况，分别给出了公式。
A beam or a column often supports other members which participate in the buckling action, and significantly influence its in-plane stability and out-of-plane stability.
梁或柱为其连接的其他构件提供支撑，同时，与梁或柱相连接的构件也为梁或柱提供约束作用。这些约束作用极大地影响着梁或柱的平面内稳定和平面外稳定。
In the mid-column design of gabled frames, the selected solid web section, isn t satisfied by in-plane stability checking because of the biggish out-plane effective length.
门式刚架的中柱设计中，常因为平面外计算长度较大，所选实腹式截面无法满足平面外稳定验算，从而导致用钢量增加。
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