The influence of the unsymmetrical post elastic properties of the structural steels on the rotation capacity of the beams

机译：结构钢对梁旋转容量的非对称柱弹性特性的影响

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Based on the unsymmetrical post-elastic properties of the structural steels, a new method of analysis to predict both the ultimate bending moment and the rotation capacity is presented in this paper.

机译：基于结构钢的不对称弹性特性，本文提出了一种新的分析方法，以预测预测终极弯矩和旋转容量。

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《International conference on coupled instabilities in metal structures;CIMS'96》|1996年||共8页
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D. Georgescu; F. M. Mazzolani;
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中图分类 TU391.12;
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The influence of the unsymmetrical post elastic properties of the structural steels on the rotation capacity of the beams

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