"Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach" . "Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach"@en . . . . "Sofie" . "fuzzy, set, membership, steel, random, imperfection"@en . "Neuveden" . . . . "Neline\u00E1rn\u00ED chov\u00E1n\u00ED ocelov\u00E9ho prutu s uv\u00E1\u017Een\u00EDm fuzzy a stochastick\u00FDch nejistot"@cs . "Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach"@en . "2005-05-26+02:00"^^ . . . "[4924623BDC51]" . "\u010Cl\u00E1nek se zab\u00FDv\u00E1 anal\u00FDzou fuzzy a stochastickou nejistotou \u00FAnosnosti ocelov\u00E9ho prutu v z\u00E1vislosti na nejistot\u00E1ch vstupn\u00EDch materi\u00E1lov\u00FDch a geometrick\u00FDch imperfekc\u00ED. Stochastick\u00E1 nejistota byla analyzov\u00E1na metodou LHS. Je provedono srovn\u00E1n\u00ED i s EUROCODE 3."@cs . . . . "544649" . . "P(1M0579), P(GA103/03/0233), P(GA103/05/0417)" . "954-331-003-3" . . . . "1"^^ . . "Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach" . "RIV/00216305:26110/05:PU56592" . . "1"^^ . "This article addresses the issue of uncertainty, with which we are often forced to work with whether we want to or not, in engineering. The article presents an alternate approach in the modelling of initial imperfections as fuzzy numbers. The evaluationof the load carrying capacity of a steel member is presented. The load carrying capacity was solved utilizing the geometric non linear beam solution. The fuzzy analysis of the strut load carrying capacity is compared with the random load carrying capacitty determined acc. to the LHS method based on real material and geometric characteristics and acc. to EC 3."@en . "Neline\u00E1rn\u00ED chov\u00E1n\u00ED ocelov\u00E9ho prutu s uv\u00E1\u017Een\u00EDm fuzzy a stochastick\u00FDch nejistot"@cs . "26110" . . "4"^^ . . "Bulharsko, Sofie" . "This article addresses the issue of uncertainty, with which we are often forced to work with whether we want to or not, in engineering. The article presents an alternate approach in the modelling of initial imperfections as fuzzy numbers. The evaluationof the load carrying capacity of a steel member is presented. The load carrying capacity was solved utilizing the geometric non linear beam solution. The fuzzy analysis of the strut load carrying capacity is compared with the random load carrying capacitty determined acc. to the LHS method based on real material and geometric characteristics and acc. to EC 3." . "Kala, Zden\u011Bk" . "RIV/00216305:26110/05:PU56592!RIV06-GA0-26110___" . . "122-125" . . "VSU 2005" .