Resumo (PT):
Abstract (EN):
The purpose of the presented work is the behavior assessment of reinforced concrete frame structures with
irregularities in elevation. Three six-storey frame structures with different degrees of irregularity in
elevation were selected and their responses were compared with the ones of a corresponding regular
structure. In this study, the effects of the variation of the axial force in the columns and of different
contributions of slab width to the beams’ flexural strength were investigated. In addition, a structure
similar in configuration with one of the previously selected was defined and designed using current
Portuguese codes to perform a comparison between different design approaches. Structural performance
was assessed by comparing local ductility levels, displacements, inter-storey drifts and damage indices of
the irregular frames and the regular one.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
14