Presented By: Guilherme Melo, Universidade de Brasilia
Description: Results of twelve tests on slab-column connections with closed stirrups with anchorage variation and prefabricated truss bars as punching shear reinforcement will be presented. The behavior of the slabs, in terms of cracking pattern, displacements, and shear reinforcement strains, were analyzed, and ultimate loads will be compared with estimations by ACI 318-19. These two types of shear reinforcement effectively improved the behavior of the slabs.
Негізгі бет Effect of the Shear Reinforcement Anchorage and Detailing on the Punching Resistance of Flat Slabs
Пікірлер