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    • Design for SLS according to fib Model Code 2010 

      Balazs, Gyorgy L.; Bisch, Philippe; Borosnyoi, Adorjan; Burdet, Olivier; Burns, Clare; Ceroni, Francesca; Cervenka, Vladimir; Chiorino, Mario A.; Debernardi, Piergiorgio; Eckfeldt, Lars; El-Badry, Mamdouh; Fehling, Ekkehard; Foster, Stephen J.; Ghali, Amin; Gribniak, Viktor; Guiglia, Matteo; Kaklauskas, Gintaris; Lark, Robert John; Lenkei, Peter; Lorrain, Michel; Mari, Antonio; Ozbolt, Josko; Pecce, Marisa; Perez Caldentey, Alejandro; Taliano, Maurizio; Tkalcic, Damir; Torrenti, Jean Michel; Torres, Liuis; Toutlemonde, Francois; Ueda, Tamon; Vitek, Jan L.; Vrablik, Lukaš (Structural concrete, 2013)
      This paper provides an overview of serviceability specifications given by the fib Model Code for Concrete Structures 2010 (fib MC2010 [1]). First, the reasons behind crack control and deflection control are discussed, then ...