Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65409
Title: Design of thin-plated steel box columns under biaxial loading
Authors: Richard Liew, J.Y. 
Shanmugam, N.E. 
Lee, S.L. 
Issue Date: 1990
Source: Richard Liew, J.Y.,Shanmugam, N.E.,Lee, S.L. (1990). Design of thin-plated steel box columns under biaxial loading. Journal of Constructional Steel Research 16 (1) : 39-70. ScholarBank@NUS Repository.
Abstract: A numerical procedure for predicting the strength of thin-plated steel box columns under the combined action of axial thrust and biaxial bending is described. Simplified design equations based on the effective width concept and AISC-Q factor method are also proposed. These equations allow for local buckling of the component plates and different levels of welding residual stresses. Results obtained by using the numerical procedure are compared with those computed by the proposed design equations for columns having different loading conditions and various column and plate parameters. The limitations of the design equations are then discussed and their accuracy is examined. Comparisons are also made between the predicted results and experimental results that are available in the literature. © 1990.
Source Title: Journal of Constructional Steel Research
URI: http://scholarbank.nus.edu.sg/handle/10635/65409
ISSN: 0143974X
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

28
checked on Dec 15, 2017

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.