Analysis of geometrically non-linear elastic-plastic framed structures

Statyba

Volumn 4, Issue 1, 1998, Pages 36-42

  Karkauskas, Romaoas ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 84908892256     PISSN: 13921525     EISSN: None     Source Type: Journal    
DOI: 10.1080/13921525.1998.10531377     Document Type: Article

References (9)

1. G. Maier. Quadratic programming and theory of elastic-plastic structures. Meccanica, 3,1968, p. 265-273.
2. M. Capurso. A displacement bounding principle in shakedown shakedown of structures subjected to cyclic loads. Int. J. Solids Struct., 10,1974, p. 77-92.
3. A. Čyras. Mathematical models for the analysis and optimization of elastoplastic structures. Chichester: Ellis Horwood Limited, 1983,121 p.
4. A. Borkowski. Analysis of skeleted structural systems in the elastic and elastic-plastic ranges. Warszawa: PWN-Elsevier, 1988. 200 p.
5. E. Raue and H. Schuler. Mathematical programming methods for the analysis of elastic-plastic r/c structures allowing for second order geometric effects. Modern building materials, structures and techniques. Proceedings of the IV Int. Conf., Vilnius, 1995. Vol. 3. Vilnius: Technika, 1995, p. 183-188.
6. J. Atkočiūnas. Energy interpretation of complementarity condition in shakedown problems. Statyba, Nr. 1 (9), 1997, Vilnius: Technika, p. 14-25.
7. R. Karkauskas. On the analysis of geometrically nonlinear structures. Statyba, Nr. 4 (12), 1997, Vilnius: Technika, p. 38-43.
8. A. Haar, Th. Von Karman. Zur theorie der spannung-szustande in plastischen und sandartigen median. Nachr. Der Wiss. Zu Gottingen, Math.-phys. Klasse, 204,1909.
9. J. Atkočiūnas, R. Karkauskas. Principle von Haar-Karman in analysis of elastic-plastic unloading frame, Modern building materials, structures and techniques. Proceedings of the III Int. Conf., Vilnius, 1993. Vol. 3. Vilnius: Technika, 1993, p. 175-181.