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Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slab-Column Connections

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Figure

Figure  2.1  Johnson  Bovey  Building  in  Minneapolis,  1906  (http://www.mbjeng.com/wp- (http://www.mbjeng.com/wp-content/uploads/2011/03/NL13_Oct2010-Meghans-article.pdf)
Figure 2.7 Different types of shear reinforcement in plan and section view: a) stirrups; b)bent  bars and c) shear heads (taken from Polak et al., 2005)
Figure 2.18 Reduced basic control perimeter for edge and corner columns.
Figure 4.4 Uniaxial load cycle (tension-compression-tension) assuming default values for the  stiffness recovery factors:
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