Sferinio kevalo optimizavimas prisitaikomumo sąlygomis

Author:

ULITINAS Tomas

Publisher

Vilnius Gediminas Technical University

Reference113 articles.

1. 1. Abdel-Karim, M. 2005. Shakedown of complex structures according to various hardening rules. International Journal of Pressure Vessels and Piping 82: 427-458.

2. 2. Adams, J. C.; Brainerd, W. S.; Hendrickson, R. A.; Maine, R. E.; Martin, J. T.; Smith, B. T. 2009. The Fortran 2003 Handbook. 1st ed. Springer. 712 p.

3. 3. Agoshkov, V. I.; Dubovsky, P. B.; Shutiayev, V. P. 2006. Methods for Solving Mathematical Physics Problems, 320 p.

4. 4. Alyavdin, P. V.; Bryś, G.; Werner, F. 2002. Theoretical and experimental investigations on thin-walled steel beams subjected to low cyclic loadings, in Proc. of Intern. Symposium on Light-weight Structures in Civil Engineering. Warsaw, 657-660.

5. 5. Alyavdin, P. V. 2005. Predelnyy analiz kostruktsiy pri povtornykh nagruzheniiakh [Limit analysis of structures under variable loads]. Minsk: UP Technoprint. 282 p. (in Russian).

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