Composite cold-formed steel rubberised concrete building framed systems

Name: Composite cold-formed steel rubberised concrete building framed systems
Author: Iraguha, Dieudonne, Deniz, Derya, Sabbagh, A. B., Torabian, S., Jafarifar, N.

İsim	Composite cold-formed steel rubberised concrete building framed systems
Yazar	Iraguha, Dieudonne, Deniz, Derya, Sabbagh, A. B., Torabian, S., Jafarifar, N.
Basım Tarihi:	2022
Basım Yeri	- Avestia Publishing
Konu	Carbon footprint, Cold-formed Steel, Rubberized concrete, Seismic performance, Semi-rigid connections
Tür	Belge
Dil	İngilizce
Dijital	Evet
Yazma	Hayır
Kütüphane:	Özyeğin Üniversitesi
Demirbaş Numarası	978-199080004-7
Kayıt Numarası	e243c790-ef68-4295-b4dc-3e4a2e1ecb5a
Lokasyon	Civil Engineering
Tarih	2022
Notlar	Royal Academy of Engineering
Örnek Metin	In this research, with the use of cold-formed steel (CFS) sections in-filled with rubberized concrete (RuC), a new low-carbon construction system is developed and assessed for its structural resilience and environmental impact compared to the current conventional earthquake-proof construction. First, connection level moment-rotation responses of the new form of CFS-RuC framed structure are validated against the results obtained from detailed finite element analyses. Next, nonlinear pushover analyses are undertaken on the CFS-RuC framed system in conjunction with conventional hot-rolled steel and reinforced-concrete (RC) frames for a case study selected in Istanbul. Lastly, economic and environmental impact analyses are conducted on the frame systems. The results show that the new CFS-RuC composite system offers both structural and environmental advantages compared to conventional systems. In terms of seismic performance of multi-storey buildings, it is shown that the ductility capacity of the CFS-RuC system can be improved by increasing the number of stories.
DOI	10.11159/iccste22.210

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Composite cold-formed steel rubberised concrete building framed systems

Yazar Iraguha, Dieudonne, Deniz, Derya, Sabbagh, A. B., Torabian, S., Jafarifar, N.

Basım Tarihi 2022

Basım Yeri - Avestia Publishing

Konu Carbon footprint, Cold-formed Steel, Rubberized concrete, Seismic performance, Semi-rigid connections

Tür Belge

Dil İngilizce

Dijital Evet

Yazma Hayır

Kütüphane Özyeğin Üniversitesi

Demirbaş Numarası 978-199080004-7

Kayıt Numarası e243c790-ef68-4295-b4dc-3e4a2e1ecb5a

Lokasyon Civil Engineering

Tarih 2022

Notlar Royal Academy of Engineering

Örnek Metin In this research, with the use of cold-formed steel (CFS) sections in-filled with rubberized concrete (RuC), a new low-carbon construction system is developed and assessed for its structural resilience and environmental impact compared to the current conventional earthquake-proof construction. First, connection level moment-rotation responses of the new form of CFS-RuC framed structure are validated against the results obtained from detailed finite element analyses. Next, nonlinear pushover analyses are undertaken on the CFS-RuC framed system in conjunction with conventional hot-rolled steel and reinforced-concrete (RC) frames for a case study selected in Istanbul. Lastly, economic and environmental impact analyses are conducted on the frame systems. The results show that the new CFS-RuC composite system offers both structural and environmental advantages compared to conventional systems. In terms of seismic performance of multi-storey buildings, it is shown that the ductility capacity of the CFS-RuC system can be improved by increasing the number of stories.

DOI 10.11159/iccste22.210