Performance evaluation of reinforced concrete buildings with softer ground floors; [Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem]
| dc.contributor.author | Erdem R.T. | |
| dc.date.accessioned | 2025-04-10T11:09:34Z | |
| dc.date.available | 2025-04-10T11:09:34Z | |
| dc.date.issued | 2016 | |
| dc.description.abstract | Determination 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. | |
| dc.identifier.DOI-ID | 10.14256/JCE.1133.2014 | |
| dc.identifier.uri | http://hdl.handle.net/20.500.14701/48829 | |
| dc.publisher | Union of Croatian Civil Engineers and Technicians | |
| dc.title | Performance evaluation of reinforced concrete buildings with softer ground floors; [Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem] | |
| dc.type | Article |