Non-linear seismic analysis of a reinforced concrete building with FRP jacketed columns

A. Ilki, K. Darilmaz, C. Demir, I. Bedirhanoglu, N. Kumbasar

Araştırma sonucu: ???type-name???Konferans katkısıbilirkişi

1 Atıf (Scopus)

Özet

In this study, non-linear seismic analyses of a six story reinforced concrete building, representing many common characteristics of typical existing buildings in lstanbul, were carried out before and after retrofitting the columns of the building by carbon fiber reinforced polymer (CFRP) composite sheets in transverse direction. For this purpose, moment-curvature relationships of original and retrofitted columns were obtained by cross-sectional fiber analysis, during which material models such as stress-strain curves of reinforcing steel, unconfined concrete, and concrete confined by CFRP sheets were utilized. According to the results of the analyses, significantly larger lateral displacement and relatively higher lateral strength with respect to original performance are possible by jacketing the columns of the building with CFRP sheets.

Orijinal dilİngilizce
Ana bilgisayar yayını başlığıKeep Concrete Attractive - Proceedings of the fib Symposium 2005
EditörlerAdorjan Borosnyoi, Gyorgy L. Balazs
YayınlayanPublisbing Company of Budapest University of Tecbnology and Economics
Sayfalar687-692
Sayfa sayısı6
ISBN (Elektronik)9634208398, 9789634208396
Yayın durumuYayınlandı - 2005
Etkinlik2005 fib Symposium on Keep Concrete Attractive - Budapest, Hungary
Süre: 23 May 200525 May 2005

Yayın serisi

AdıKeep Concrete Attractive - Proceedings of the fib Symposium 2005
Hacim2

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???event.eventtypes.event.conference???2005 fib Symposium on Keep Concrete Attractive
Ülke/BölgeHungary
ŞehirBudapest
Periyot23/05/0525/05/05

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