Reliability of reinforced concrete beams designed in accordance with Brazilian code NBR-6118:2014

Abstract This paper aims to evaluate the reliability indexes of reinforced concrete beams designed in accordance with brazilian code NBR-6118:2014 in relation to the ultimate limit state of flexure. The main statistics of the resistance model are obtained through Monte Carlo simulation using ANSYS s...

Full description

Bibliographic Details
Main Authors: M. SCHERER, I. B. MORSCH, M. V. REAL
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2019-11-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952019000501086&tlng=en