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This paper derives the concept that bimoment has critical value. According to the concept, an interaction formula that shows the relationship of various critical forces and a torsion angle amplification factor of members is obtained. A new modification of the formula is proposed to solve the problem that the formulas used in the plane and out the plane are disjointed in the present specifjcation. The initial imperfection and elastic-plastic property of the member are presented by an equivalent eccentric ratio....

This paper derives the concept that bimoment has critical value. According to the concept, an interaction formula that shows the relationship of various critical forces and a torsion angle amplification factor of members is obtained. A new modification of the formula is proposed to solve the problem that the formulas used in the plane and out the plane are disjointed in the present specifjcation. The initial imperfection and elastic-plastic property of the member are presented by an equivalent eccentric ratio. Finally, the formula is illustrated by several examples, e. g. columns and beams.

本文在建立临界双力矩概念的基础上,导出弹性杆件各临界力因素之间的相关方程和扭角放大系数,再用等效偏心率反映杆件的缺陷因素和弹塑性效应,提出双向偏心钢压杆的新校核式,避免了现行规范中面内压弯变形和面外弯扭变形校核式之间的不衔接问题。

According to the concept of critical bimoment,this paper proves two independent critical forces that affect the bearing capacity of a steel beam.The procedure is illustrated by several numerical examples.Corresponding to the numerical results of three load conditions,a practical interaction equation is proposed for evaluating the critical moment of steel beams.

本文在临界双力矩概念的基础上,论证影响钢梁承载能力的两个独立临界力因素,以全面计算数据为前提,分析两临界力因素的相互作用关系,进而提出计算临界弯矩的实用相关方程。

 
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