Punching shear design of footings: critical review of different code provisions
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[1] Josef Hegger,et al. Experimentelle Untersuchungen zum Durchstanzen von Einzelfundamenten mit baupraktischen Abmessungen , 2013 .
[2] Marcus Ricker,et al. European punching design provisions for double-headed studs , 2014 .
[3] Josef Hegger,et al. Zur Durchstanzbemessung von Flachdecken nach Eurocode 2 , 2008 .
[4] Josef Hegger Prof. Dr.-Ing.,et al. Zur maximalen Durchstanztragfähigkeit von Flachdecken. , 2007 .
[5] Josef Hegger,et al. Investigations on the punching behaviour of reinforced concrete footings , 2007 .
[6] Aurelio Muttoni,et al. Punching shear strength of reinforced concrete slabs without transverse reinforcement , 2008 .
[7] Marcus Ricker,et al. Zur Durchstanzbemessung von Einzelfundamenten , 2013 .
[8] Alaa G. Sherif,et al. Punching Strength of Reinforced Concrete Footings , 2009 .
[9] Josef Hegger,et al. The effect of anchorage on the effectiveness of the shear reinforcement in the punching zone , 2002 .
[10] Marcus Ricker,et al. Experimental Investigations on Punching Behavior of Reinforced Concrete Footings , 2006 .
[11] Josef Hegger,et al. Zum Durchstanzen von Flachdecken nach Eurocode 2 , 2010 .
[12] Josef Hegger,et al. Zur maximalen Durchstanztragfähigkeit von Flachdecken. , 2007 .
[13] Josef Hegger,et al. Untersuchungen zum Durchstanzverhalten von Stahlbetonfundamenten , 2006 .
[14] Aurelio Muttoni,et al. Applications of Critical Shear Crack Theory to Punching of Reinforced Concrete Slabs with Transverse Reinforcement , 2009 .
[15] Aurelio Muttoni,et al. The levels‐of‐approximation approach in MC 2010: application to punching shear provisions , 2012 .