Local stability of trusses in the context of topology optimization Part II: A numerical approach-Reference-Cited by-同舟云学术

Local stability of trusses in the context of topology optimization Part II: A numerical approach

Published:1999-12 Issue:4 Volume:17 Page:247-258
ISSN:0934-4373
Container-title:Structural Optimization
language:en
Short-container-title:Structural Optimization

Author:

Achtziger W.

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/BF01207000.pdf

Reference20 articles.

1. Achtziger, W. 1994: An SLP-approach for computing optimum truss topology designs covering full local buckling.Mat-Report 1994?55, Dept. of Math., Techn. Univ. of Denmark (DTU) Lyngby, Denmark

2. Achtziger, W. 1998: Truss topology optimization including local buckling conditions, Part II: Numerical treatment by sequential linear programming.Preprint No. 239, Inst. of Appl. Math., Univ. of Erlangen-Nuremberg, Erlangen, Germany

3. Achtziger, W. 1999: Local stability of trusses in the context of topology optimization, Part I: Exact modelling.Struct. Optim. (to appear)

4. Barta, J. 1957: On the minimum weight of certain redundant structures.Acta Techn. Aca. Sci. Hung. 18, 67?76

5. Bazaraa, M.S.; Sherali, H.D.; Shetty, C.M. 1993:Nonlinear programming: theory and algorithms, 2-nd ed. New York: J. Wiley & Sons

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