. . . "978-80-214-4540-6" . "[2D0410FD8F89]" . "6"^^ . . "Vale\u0161, Jan" . "The influence of random initial axis curvature of compression steel slender member on its load carrying capacity" . . "The influence of random initial axis curvature of compression steel slender member on its load carrying capacity"@en . . "Nosov\u00E1 Hana" . . "Brno, \u010Cesk\u00E1 republika" . "strut, initial curvature, random field, steel, load carrying capacity, limit states"@en . . "1"^^ . . . "1"^^ . "P(GAP104/11/0703), P(TA01020307)" . "2012-06-27+02:00"^^ . . "RIV/00216305:26110/12:PU102924" . . "26110" . "ident. \u010D.;n\u00E1zev;zah\u00E1jen\u00ED;st\u00E1t;m\u00EDsto kon\u00E1n\u00ED;ISBN sborn\u00EDku 18th International Conference on Soft Computing, MENDEL" . . "The paper deals with the influence of initial curvature of the axis of a member under compression on its behaviour in limit state. The initial curvature is modelled by the ID random field. The Latin Hypercube Sampling Method was applied. The load carrying capacity is calculated by geometrically nonlinear solution. The output random quantities are load carrying capacity, ultimate curvature of compression member and position on the axis where failure is initiated. The results are presented in histograms. A comparison is done showing how much there exists, or does no exist the affinity of initial curvature to the ultimate curvature. Histograms of load carrying capacity and position on the axis where failure is initiated are presented. The security problems of a steel member reliability are discussed in connection with the standards EUROCODE."@en . . . . . . "The influence of random initial axis curvature of compression steel slender member on its load carrying capacity" . "Brno University of Technology" . "The paper deals with the influence of initial curvature of the axis of a member under compression on its behaviour in limit state. The initial curvature is modelled by the ID random field. The Latin Hypercube Sampling Method was applied. The load carrying capacity is calculated by geometrically nonlinear solution. The output random quantities are load carrying capacity, ultimate curvature of compression member and position on the axis where failure is initiated. The results are presented in histograms. A comparison is done showing how much there exists, or does no exist the affinity of initial curvature to the ultimate curvature. Histograms of load carrying capacity and position on the axis where failure is initiated are presented. The security problems of a steel member reliability are discussed in connection with the standards EUROCODE." . "RIV/00216305:26110/12:PU102924!RIV13-GA0-26110___" . . . . "The influence of random initial axis curvature of compression steel slender member on its load carrying capacity"@en . "141535" .