APA 6th Edition Erdem, R.T. (2016). Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem. Građevinar, 68 (01.), 39-49. https://doi.org/10.14256/JCE.1133.2014
MLA 8th Edition Erdem, R. Tuğrul. "Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem." Građevinar, vol. 68, br. 01., 2016, str. 39-49. https://doi.org/10.14256/JCE.1133.2014. Citirano 20.01.2021.
Chicago 17th Edition Erdem, R. Tuğrul. "Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem." Građevinar 68, br. 01. (2016): 39-49. https://doi.org/10.14256/JCE.1133.2014
Harvard Erdem, R.T. (2016). 'Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem', Građevinar, 68(01.), str. 39-49. https://doi.org/10.14256/JCE.1133.2014
Vancouver Erdem RT. Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem. Građevinar [Internet]. 2016 [pristupljeno 20.01.2021.];68(01.):39-49. https://doi.org/10.14256/JCE.1133.2014
IEEE R.T. Erdem, "Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem", Građevinar, vol.68, br. 01., str. 39-49, 2016. [Online]. https://doi.org/10.14256/JCE.1133.2014
Sažetak Determination of seismic performance is a significant task in the performance-based 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.