Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9399(2004)130:11(1373)
Title: Buckling of a weakened column
Authors: Wang, C.Y.
Wang, C.M. 
Aung, T.M.
Issue Date: Nov-2004
Source: Wang, C.Y., Wang, C.M., Aung, T.M. (2004-11). Buckling of a weakened column. Journal of Engineering Mechanics 130 (11) : 1373-1376. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:11(1373)
Abstract: The buckling problem of a column weakened at an interior location is studied for the first time. The weakness is modeled by a rotationally restrained junction. Exact buckling load values are obtained for the weakened column with various end conditions. Depending on the end conditions of the column, the buckling loads show sensitivity (and insensitivity) to junction location and rotational stiffness. The optimum location of the junction could be at the midpoint, at the ends, or somewhere in between. © ASCE.
Source Title: Journal of Engineering Mechanics
URI: http://scholarbank.nus.edu.sg/handle/10635/65257
ISSN: 07339399
DOI: 10.1061/(ASCE)0733-9399(2004)130:11(1373)
Appears in Collections:Staff Publications

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

SCOPUSTM   
Citations

34
checked on Mar 7, 2018

WEB OF SCIENCETM
Citations

20
checked on Mar 7, 2018

Page view(s)

21
checked on Feb 26, 2018

Google ScholarTM

Check

Altmetric


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