Estudio comparativo de la capacidad a corte de postes circulares de hormigón con distinta ubicación del armado transversal sometidos a flexión

Abstract

The objective of this study is to evaluate the resistance and performance of reinforced concrete poles 12 meters high with a minimum breaking strength of 500 Kgf, which have the same physical characteristics with the distinction of the location of the transversal reinforcement, in the first case the reinforcement is located inside the longitudinal rods and for the second case the reinforcement is located outside the longitudinal rods. An analytical analysis of the basal shear to which these structures would be subject due to events of seismic origin is also implemented.