Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/66091
Title: Research on elastic buckling of columns, beam and plates: Focussing on formulas and design charts
Authors: Wang, C.M. 
Kitipornchai, S.
Liew, K.M.
Issue Date: 1993
Source: Wang, C.M.,Kitipornchai, S.,Liew, K.M. (1993). Research on elastic buckling of columns, beam and plates: Focussing on formulas and design charts. Journal of Constructional Steel Research 26 (2-3) : 211-230. ScholarBank@NUS Repository.
Abstract: Although there are many numerical methods which may be used to evaluate critical elastic design parameters accurately, designers still prefer to sacrifice accuracy for simplicity. Approximate formulas or design charts from handbooks and standard texts are used, or conservative assumptions are made to simplify the problem so as to justify their use. Until powerful, user-friendly and inexpensive software becomes readily available to designers, approximate formulas and design charts continue to be used. In recent years, collaborative work between the authors and their research associates has yielded a number of approximate buckling formulas and design charts for critical loads for columns, beams and plates. A review of these research investigations is presented herein, together with some of the newly developed buckling formulas and design charts. © 1993.
Source Title: Journal of Constructional Steel Research
URI: http://scholarbank.nus.edu.sg/handle/10635/66091
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)

19
checked on Dec 8, 2017

Google ScholarTM

Check


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