STABILITY OF BUILT-UP BEAMS AND COLUMNS WITH THIN-WALLED MEMBERS

被引:13
作者
RONDAL, J
NIAZI, M
机构
[1] MSM-Institut du Génie Civil, University of Liège, Liège
关键词
D O I
10.1016/0143-974X(90)90034-E
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The aim of this paper is to present experimental results on built-up elements composed of cold-formed C profiles with battened plates or C stitches. The test results are compared with theoretical predictions obtained by means of the classical design method taking into account the Q factor when the profiles are thin-walled, for battened plates, and by means of a new design method for elements using C stitches. A comparison of the results shows that both methods lead to a safe and accurate design.
引用
收藏
页码:329 / 335
页数:7
相关论文
共 1 条
  • [1] Johnston, Spaced steel columns, Journal of the Structural Division, ASCE, 97, pp. 1465-1479, (1971)