06-10-2016, 11:07 AM
Performance evaluation of reinforced concrete buildings with softer ground floors
- Author(s): R. Tuğrul Erdem
- Published By: GRAĐEVINAR
- Published Year: 1/2016
- DOI: 10.14256/JCE.1133.2014
- Size: 2,07 MB
- Quality: Unspecified
- 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.
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