"1"^^ . . . . . "6"^^ . "High Tatras Strbske Pleso" . "Neuveden" . . . . "2nd International Conference of Structural and Physical Aspects of Civil Engineering" . "Vysok\u00E9 Tatry, Slovensko" . "Analysis of load carrying capacity of thin-walled closed beams with different slenderness"@en . "978-80-553-1488-4" . . "RIV/00216305:26110/13:PU107525!RIV14-MSM-26110___" . "26110" . "60573" . "Analysis of load carrying capacity of thin-walled closed beams with different slenderness" . "RIV/00216305:26110/13:PU107525" . . "Analysis of load carrying capacity of thin-walled closed beams with different slenderness"@en . "2013-11-27+01:00"^^ . . . "Vale\u0161, Jan" . . "Load-carrying capacity, initial curvature, random field, limit state, thin-walled beam, steel"@en . . . . "The presented paper deals with the load-carrying capacity analysis of compress steel members having the square closed (box) cross-section with non-dimensional slenderness 0.6, 0.8, 1.0 a 1.2. The axis of these beams is randomly three-dimensionally curved. Initial curvatures are modelled by random fields applying the LHS method. Load-carrying capacities are then calculated by the geometrically nonlinear solution using the ANSYS program. The results are presented both in form of histograms and of the table. The analysis of load-carrying capacity of beams with individual nonlinear slenderness is carried out, and the values are compared with the values of design load-carrying capacity according to the standard."@en . "Analysis of load carrying capacity of thin-walled closed beams with different slenderness" . . "The presented paper deals with the load-carrying capacity analysis of compress steel members having the square closed (box) cross-section with non-dimensional slenderness 0.6, 0.8, 1.0 a 1.2. The axis of these beams is randomly three-dimensionally curved. Initial curvatures are modelled by random fields applying the LHS method. Load-carrying capacities are then calculated by the geometrically nonlinear solution using the ANSYS program. The results are presented both in form of histograms and of the table. The analysis of load-carrying capacity of beams with individual nonlinear slenderness is carried out, and the values are compared with the values of design load-carrying capacity according to the standard." . "1"^^ . . "[E11E37D4FD98]" . . . "S" .