Erdem R.T.2024-07-222024-07-22201603502465http://akademikarsiv.cbu.edu.tr:4000/handle/123456789/16114Determination 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.EnglishAll Open Access; Gold Open AccessPerformance evaluation of reinforced concrete buildings with softer ground floors; [Ocjena ponaĊĦanja armiranobetonskih zgrada s mekim prizemljem]Article10.14256/JCE.1133.2014