Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/12408
Title: Fragility analysis of wide-beam infill-joist block RC frames
Other Titles: Yatık kirişli, tek doğrultulu dolgulu dişli döşeme betonarme çerçevelerin (asmolen çerçeveler) kırılganlık analizi
Authors: Dönmez, Cemalettin
Karaarslan, Enes
Erberik, Murat Altuğ
01. Izmir Institute of Technology
University of Central Florida
Orta Doğu Teknik Üniversitesi
Keywords: Wide-beam RC frames
Nonlinear analysis
Fragility curves
Issue Date: 2022
Publisher: Gazi Üniversitesi
Abstract: Purpose: The purpose of the presented study is to develop fragility curves for the wide-beam infill-joist block reinforced concrete structures. Theory and Methods: Nonlinear time history analyses are performed for the set of selected ground motions. The performance levels are identified through pushover analysis and fragility curves are produced for ground motion parameters. Results: Fragility curves obtained for the wide-beam RC frames presents a different characteristic than the curves obtained for the conventional frames. Conclusion: Results show that wide-beam RC frame buildings are seismically more vulnerable than the conventional deep beam RC frame buildings based on structural models with similar properties. The possible reason seems to be low lateral stiffness of wide-beam frames that causes large lateral drift demands and therefore severe damage at the wide-beam column connections.
URI: http://dx.doi.org/10.17341/gazimmfd.798954
https://hdl.handle.net/11147/12408
https://search.trdizin.gov.tr/yayin/detay/1064168
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
TR Dizin İndeksli Yayınlar / TR Dizin Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

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