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

机译：结构钢非对称后弹性对梁旋转能力的影响

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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：基于结构钢的非对称后弹性，本文提出了一种预测极限弯矩和旋转能力的新分析方法。

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《Second International Conference on Coupled Instabilities in Metal Structures CIMS'96 5-7 September 1996 Liege-Belgium》|1996年|p.293-300|共8页
会议地点 Liege(BE);Liege(BE)
作者
D. Georgescu; F. M. Mazzolani;
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正文语种 eng
中图分类建筑科学;
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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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