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The Alculation Method of Stable Bearing Capacity of Portal Frame

机译:门架稳定承载力的凝聚方法

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In recent years, the portal frame structure in the actual project has been widely used, but using the finite element method calculation of stable bearing capacity of portal frame is more complex, and very difficult to the design and construction personnel. With the known stability of the cantilever column carrying capacity and the vertex of the lateral displacement under concentrated force, the establishment of the ratio of the portal frame stability capacity and the stability of the cantilever column carrying capacity both in the same concentrated force vertex lateral displacement than the relationship between the structural mechanics solver to seek out frame to the lateral displacement of the vertex under concentrated force, obtained by computing the stability capacity of the portal frame, and with the exact solution comparison and found that the methods of theoretical calculation results coincide with the exact solution, and then get an easy way of solving the portal frame stable bearing capacity. After numerical example, this method is simple, easy to master, and it has important reference value.
机译:近年来,在实际项目中的门式框架结构已被广泛使用,但使用的门户框架的稳定承载能力有限元方法的计算较为复杂,并且对设计和施工人员非常困难。与悬臂柱承载能力的已知稳定和集中力作用下的横向位移的顶点,建立了门型框架稳定性容量之比的和悬臂柱都在相同的集中力顶点横向位移承载能力的稳定性比结构力学之间的关系求解器来寻找帧以集中力作用下,通过计算在门型框架的稳定性容量获得的顶点的横向位移,并与精确解比较,发现的理论计算结果的方法一致与精确解,进而得到解决龙门架稳定承载能力的一种简单的方法。数值实施例之后,该方法简单,易于掌握,并且其具有重要的参考价值。

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