A rational approach to obtaining effective lengths of compression members in framed structures

N W Dekker; W M G Burdzik

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A rational approach to obtaining effective lengths of compression members in framed structures

机译：一种获得框架结构中受压构件有效长度的合理方法

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With the common and widespread use of PC-based design packages in the design of steel structures, it is of fundamental importance to revisit the basic principles contained in and sometimes omitted from common analysis packages. The basic methods of stability analysis are briefly discussed and the influence of inelastic buckling incorporated and then illustrated by using representative case studies. Common errors in the use of such design packages, and the importance of simple calibration checks are used to illustrate the problems which can lead to failures.

机译：由于在钢结构设计中普遍使用基于PC的设计包，因此重新审视包含在通用分析包中，有时被忽略的基本原理至关重要。简要讨论了稳定性分析的基本方法，并结合了非典型屈曲的影响，然后通过使用代表性案例进行了说明。使用此类设计包时的常见错误以及简单的校准检查的重要性被用来说明可能导致故障的问题。

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《Journal of the South African Institution of Civil Engineers》 |2005年第3期|p.14-19|共6页
作者
N W Dekker; W M G Burdzik;
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正文语种 eng
中图分类建筑科学;
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A rational approach to obtaining effective lengths of compression members in framed structures

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