An experimental investigation on flexural behavior of RC beams strengthened with different techniques
Yazarlar (4)
Prof. Dr. Mehmet Mustafa ÖNAL Kırşehir Ahi Evran Üniversitesi, Türkiye
Başak Zengin İstanbul Gelişim Üniversitesi, Türkiye
Ali Koçak Yıldız Teknik Üniversitesi, Türkiye
Bilge Doran Yıldız Teknik Üniversitesi, Türkiye
Makale Türü Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
Dergi Adı KSCE Journal of Civil Engineering
Dergi ISSN 1226-7988 Wos Dergi Scopus Dergi
Dergi Tarandığı Indeksler SCI-Expanded
Makale Dili İngilizce Basım Tarihi 11-2014
Cilt / Sayı / Sayfa 18 / 7 / 2162–2169 DOI 10.1007/s12205-014-1353-x
Makale Linki http://link.springer.com/10.1007/s12205-014-1353-x
Özet
In in many earthquake-prone regions and countries including Mediterranean area, India, the Middle East, Southeast Asia, existing buildings with its structural elements such as Reinforced Concrete (RC) beams and columns, which show little ductility, have consistently exhibited poor performance during past earthquakes and consequently unavoidable ear...
Anahtar Kelimeler
BM Sürdürülebilir Kalkınma Amaçları
Atıf Sayıları
Google Scholar 8
An experimental investigation on flexural behavior of RC beams strengthened with different techniques

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