"2"^^ . "Engineering Mechanics, Structures and Engineering Geology" . "Basic procedures and methods securing reliability stem from statistical approaches enabling the design of load carrying structures and the determination of characteristic and design values of resistance of both non-traditional material types, which were used in earlier building practices exclusively for non-bearing structural parts and their usage for load bearing structural parts wasn't common and partly in modern types of structural parts and components whose real effect within the whole load bearing system isn't always, for e.g. due to the utilization of new and frequently unconventional ways of structural solution, sufficiently examined." . . "P(1M0579), P(GA103/07/1067)" . "RIV/00216305:26110/09:PU85734!RIV10-MSM-26110___" . . . "Puklick\u00FD, Libor" . "Neuveden" . . "Rodos Island, \u0158ecko" . . . "Rhodos" . "Application of Fuzzy Analysis to Stability Problems of Steel-concrete Structural Members"@en . . . . . . "Kala, Zden\u011Bk" . "3"^^ . . . "26110" . "Application of Fuzzy Analysis to Stability Problems of Steel-concrete Structural Members" . . "Application of Fuzzy Analysis to Stability Problems of Steel-concrete Structural Members"@en . . . "RIV/00216305:26110/09:PU85734" . "Application of Fuzzy Analysis to Stability Problems of Steel-concrete Structural Members" . "[60F33E8AF8F8]" . "2009-07-22+02:00"^^ . . "Sensitivity, Steel, Concrete, Stability, Imperfections, Uncertainty, Statistic, elastic"@en . . . . . "303779" . "Basic procedures and methods securing reliability stem from statistical approaches enabling the design of load carrying structures and the determination of characteristic and design values of resistance of both non-traditional material types, which were used in earlier building practices exclusively for non-bearing structural parts and their usage for load bearing structural parts wasn't common and partly in modern types of structural parts and components whose real effect within the whole load bearing system isn't always, for e.g. due to the utilization of new and frequently unconventional ways of structural solution, sufficiently examined."@en . "978-960-474-097-0" . . "2"^^ . .