Equivalent buckling length of non-uniform members

被引：18
|
作者：
Ermopoulos, JC
机构：
[1] Natl. Technical University of Athens, Department of Structural Engineering, Laboratory of Steel Structures, 10682 Athens
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1997年 / 42卷 / 02期
关键词：
D O I：
10.1016/S0143-974X(97)00010-2
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The non-linear equilibrium equations of framed non-uniform members under compression are established for non-sway and sway mode, The models considered are similar to those proposed by EC3 Annex E for uniform members, Using an iteration procedure the critical lends and the corresponding equivalent buckling lengths are calculated, while results are presented in tabular and graphical form, to make direct use from practising engineers easy. (C) 1997 Elsevier Science Ltd.
引用
收藏
页码：141 / 158
页数：18
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