Please use this identifier to cite or link to this item:
|Title:||A unified approach to optimization of structural members under general constraints||Authors:||Goh, C.J.
|Issue Date:||Dec-1989||Citation:||Goh, C.J.,Wang, C.M. (1989-12). A unified approach to optimization of structural members under general constraints. Structural Optimization 1 (4) : 215-226. ScholarBank@NUS Repository. https://doi.org/10.1007/BF01650951||Abstract:||A unified numerical approach, based on a control parameterization technique, for solving structural crosssectional optimization problems is presented. The key factor to the unified formulation lies in the framing of the objective functional and the constraints into the same unified canonical form. Consequently, the different types of objective functionals, geometrical and performance constraints can be treated in the same way, thus paving the path for the problems to be solved under a single approach using a general purpose software. To demonstrate this versatile approach, several illustrative examples of cross-sectional shape optimization of structural members under a variety of constraints were examined. © 1989 Springer-Verlag.||Source Title:||Structural Optimization||URI:||http://scholarbank.nus.edu.sg/handle/10635/65080||ISSN:||09344373||DOI:||10.1007/BF01650951|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Nov 11, 2019
checked on Oct 27, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.