THE EFFECTS OF COLUMN BASE BEHAVIOUR ON THE LOAD CARRYING CAPACITY OF COLUMNS AND FRAMES
The research carried out in Thin Walled Structures Group at Oxford Brookes University into the effects of column base behaviour on the load carrying capacity of columns and frames is reviewed in this paper. The research is discussed largely with reference to the PhD project successfully completed in the University and the subsequence work following is also briefly outlined. It is part of the research concentrates on the behaviour of pallet rack structures, where it has been influential in the development of European standards in pallet rack structures. The experimental data shows that the behaviour of a column base is heavily dependent of the ratio of side load to compressive load in the column uprights as well as on the geometric characteristics of the base plate.
Column base Connectivity Frames Buckling
H H Lau R G Beale M H R Godley
Curtin University of Technology, Sarawak Campus, Malaysia Oxford Brookes University, United Kingdom
国际会议
The 9th International Conference on Steel Space & Composite Structures(第九届国际钢材、空间结构、组合结构会议)
烟台·北京
英文
343-350
2007-10-10（万方平台首次上网日期，不代表论文的发表时间）