Discrete optimal design of elasto-plastic trusses using compliance and stability constraints-Reference-Cited by-同舟云学术

Discrete optimal design of elasto-plastic trusses using compliance and stability constraints

Published:1998-06 Issue:3-4 Volume:15 Page:261-268
ISSN:0934-4373
Container-title:Structural Optimization
language:en
Short-container-title:Structural Optimization

Author:

Kaliszky S.,L�g� J.

Publisher

Springer Science and Business Media LLC

Subject

Control and Optimization,Computer Graphics and Computer-Aided Design,Computer Science Applications,Control and Systems Engineering,Software,General Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF01203541.pdf

Reference19 articles.

1. Arora, J.S.; Huang, M.W. 1996: Discrete structural optimization with commercially available sections.Struct. Eng./Earthquake Eng. JSCE 13, 93?110

2. Capurso, M.; Corradi, L.; Maier, G. 1974: Bounds on deformations and displacements in shakedown theory. In:Procc., materiaux et structures sous chargement cyclique., pp. 231?244. Palaiseanu, France

3. Corradi, L. 1977: Deformation bounding techniques in elastoplastic analysis. In: Cohn, M.Z.; Maier, G. (eds.)Engineering plasticity by mathematical programming, pp. 495?576. New York: Pergamon Press

4. Farkas, J. 1984:Optimal design of metal structures. Budapest: Akadémiai Kiadó; Chichester: Ellis Horwood

5. Groenwold, A.A.; Stander, N. 1997: Optimal discrete sizing of truss structures subject to buckling constraints.Struct. Optim. 14, 71?80

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