Erdem R.T.2025-04-102025-04-102016http://hdl.handle.net/20.500.14701/48829Determination of seismic performance is a significant task in the performancebased seismic analysis of structures. The consistency between analysis results obtained according to various codes is highly significant for seismic evaluation of structures. Non-linear performance of three reinforced concrete buildings having a soft storey irregularity is studied based on the finite elements analysis according to FEMA-356, FEMA-440, and Turkish Earthquake Code - 2007. Damage situations, modal properties, storey drift ratios, and global performance levels are comparatively presented for each structure, and appropriate suggestions are given.Performance evaluation of reinforced concrete buildings with softer ground floors; [Ocjena ponaĊĦanja armiranobetonskih zgrada s mekim prizemljem]Article10.14256/JCE.1133.2014