"High Tatras, \u0160trbsk\u00E9 Pleso" . . . "Probabilistic modelling and the k-value concept"@en . "Structural and Physical Aspects of Civil Engineering" . "RIV/00216305:26110/13:PU108047!RIV14-GA0-26110___" . "2013-11-27+01:00"^^ . . "Probabilistic modelling and the k-value concept" . "26110" . . "978-80-553-1488-4" . . . . . . . . "Probabilistic modelling and the k-value concept" . "Strauss, Alfred" . . . "Ko\u0161ice, Slovensk\u00E1 republika" . "The durability of concrete structures is an important issue. Eurocode EN 206-1 introduces the k-value concept for concretes made with supplementary cementitious materials; a prescriptive concept that recommends limiting water/cement ratio values for a specified exposure class. A more advanced performance-based concept directly requires that concrete be designed in therms of performance-related parameters, an approach which seems to be more suitable when durability must be achieved. The application of mathematical models in durability assessment is advocated, and an example is shown." . "Neuveden" . "[58593DF6E1C0]" . "4"^^ . "Rovnan\u00EDkov\u00E1, Pavla" . "Probabilistic modelling and the k-value concept"@en . . . "6"^^ . "Tepl\u00FD, B\u0159etislav" . . . "RIV/00216305:26110/13:PU108047" . "The durability of concrete structures is an important issue. Eurocode EN 206-1 introduces the k-value concept for concretes made with supplementary cementitious materials; a prescriptive concept that recommends limiting water/cement ratio values for a specified exposure class. A more advanced performance-based concept directly requires that concrete be designed in therms of performance-related parameters, an approach which seems to be more suitable when durability must be achieved. The application of mathematical models in durability assessment is advocated, and an example is shown."@en . . "4"^^ . "Strauss, Alfred" . . . . "P(GAP104/12/0308)" . . "Rovnan\u00EDkov\u00E1, Mark\u00E9ta" . "Concrete, degradation, durability, k-value concept, supplements, modelling"@en . "99664" .