ANÁLISE PARAMÉTRICA DA RESISTÊNCIA À PUNÇÃO DE LAJES LISAS PROTENDIDAS COM CORDOALHAS NÃO ADERENTES E TRANSFERÊNCIA DE MOMENTO NOS APOIOS

Abstract

This research aims to compare the design of unbonded prestressed concrete flat slabs, subjected to punching shear in supports, with bending moment transfer in the connection. The analysis were performed using NBR 6118: 2014, EN 1992-1-1: 2004 and ACI 318-