0410542 20240103182221.320060210235959.9 25 s. cav_un_epca*02971911389-442012 (2000)189-213Springer truss design buckling nonconvex semidefinite programming cav_un_auth*0211780 Ben-Tal A. IL cav_un_auth*0212176 Jarre F. DE cav_un_auth*0101131 Kočvara Michal UTIA-B Department of Decision Making Theory Ústav teorie informace a automatizace AV ČR, v. v. i. cav_un_auth*0212627 Nemirovski A. IL cav_un_auth*0212008 Zowe J. DE 12C IAA1075707 GA AV ČR cav_un_auth*0012793 03ZO7BAY BMBF DE AV0Z1075907 We propose a novel formulation of a truss design problem involving a constraint on the global stability of the structure due to the linear buckling phenomenon. The optimizatin problem is modelled as a nonconvex semidefinite programming problem. We propose two techniques for the numerical solution of the problem and apply them to a series of numerical examples. BA MTR http://hdl.handle.net/11104/0130631 UTIA-B 20010011 2000 cav_un_epca*0297191 Optimization and Engineering 1389-4420 1573-2924 Roč. 1 č. 2 2000 189 213 Springer