Topology optimization of trusses with local stability constraints and multiple loading conditions?a heuristic approach-Reference-Cited by-同舟云学术

Topology optimization of trusses with local stability constraints and multiple loading conditions?a heuristic approach

Published:1997-04 Issue:2-3 Volume:13 Page:155-166
ISSN:0934-4373
Container-title:Structural Optimization
language:en
Short-container-title:Structural Optimization

Author:

Silva Smith O.

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/BF01199235.pdf

Reference21 articles.

1. Achtziger, W. 1994: A SLP-approach for computing optimum truss topology designs covering full local buckling.MAT-Report 1994-55, Mathematical Institute, DTU, Denmark

2. Barta, J. 1957: On minimum weight of certain redundant structures.Acta Techn. Sci. Hung. 18, 67?78.

3. Beckers, M.; Fleury, C. 1994: A primal/dual approach in truss topology optimization.LTAS, Structures Aerospatiales, Universit� de Li�ge, Rapport OA-34

4. Bends�e, M.P.; Mota Soares C.A. (eds.) 1993:Topology design of structures. Dordrecht: Kluwer

5. Bends�e, M.P.: Ben-Tal, A.: Zowe, J. 1994: Optimization methods for truss geometry and topology design.Struct. Optim. 7, 141?159

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