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Preliminary communication
https://doi.org/10.14256/JCE.1133.2014

Performance evaluation of reinforced concrete buildings with softer ground floors

R. Tuğrul Erdem

Fulltext: english, pdf (2 MB) pages 39-49 downloads: 549* cite
APA 6th Edition
Erdem, R.T. (2016). Performance evaluation of reinforced concrete buildings with softer ground floors. Građevinar, 68 (01.), 39-49. https://doi.org/10.14256/JCE.1133.2014
MLA 8th Edition
Erdem, R. Tuğrul. "Performance evaluation of reinforced concrete buildings with softer ground floors." Građevinar, vol. 68, no. 01., 2016, pp. 39-49. https://doi.org/10.14256/JCE.1133.2014. Accessed 18 Jan. 2021.
Chicago 17th Edition
Erdem, R. Tuğrul. "Performance evaluation of reinforced concrete buildings with softer ground floors." Građevinar 68, no. 01. (2016): 39-49. https://doi.org/10.14256/JCE.1133.2014
Harvard
Erdem, R.T. (2016). 'Performance evaluation of reinforced concrete buildings with softer ground floors', Građevinar, 68(01.), pp. 39-49. https://doi.org/10.14256/JCE.1133.2014
Vancouver
Erdem RT. Performance evaluation of reinforced concrete buildings with softer ground floors. Građevinar [Internet]. 2016 [cited 2021 January 18];68(01.):39-49. https://doi.org/10.14256/JCE.1133.2014
IEEE
R.T. Erdem, "Performance evaluation of reinforced concrete buildings with softer ground floors", Građevinar, vol.68, no. 01., pp. 39-49, 2016. [Online]. https://doi.org/10.14256/JCE.1133.2014
Fulltext: croatian, pdf (688 KB) pages 39-49 downloads: 431* cite
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, no. 01., 2016, pp. 39-49. https://doi.org/10.14256/JCE.1133.2014. Accessed 18 Jan. 2021.
Chicago 17th Edition
Erdem, R. Tuğrul. "Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem." Građevinar 68, no. 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.), pp. 39-49. https://doi.org/10.14256/JCE.1133.2014
Vancouver
Erdem RT. Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem. Građevinar [Internet]. 2016 [cited 2021 January 18];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, no. 01., pp. 39-49, 2016. [Online]. https://doi.org/10.14256/JCE.1133.2014

Abstracts
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.

Keywords
finite elements analysis; irregular structures; non-linear procedures; seismic performance

Hrčak ID: 152949

URI
https://hrcak.srce.hr/152949

[croatian]

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