In-plane behaviour of beam-to-column connections of corrugated web I-sections
Yazarlar (5)
R. Aydin
İstanbul Teknik Üniversitesi, Türkiye
E. Yuksel
İstanbul Teknik Üniversitesi, Türkiye
N. Yardimci
Yeditepe University, Türkiye
Dr. Öğr. Üyesi Mehmet Haşim KISA Karabük Üniversitesi, Türkiye
T. Gokce
İstanbul Teknik Üniversitesi, Türkiye
Makale Türü Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
Dergi Adı Journal of Constructional Steel Research (Q2)
Dergi ISSN 0143-974X Dergi Bilgileri (2014)
Dergi Tarandığı Indeksler SCI-Expanded
Makale Dili İngilizce Basım Tarihi 01-2014
Kabul Tarihi Yayınlanma Tarihi 01-09-2014
Cilt / Sayı / Sayfa 100 / 1 / 183–196 DOI 10.1016/j.jcsr.2014.04.013
Makale Linki http://dx.doi.org/10.1016/j.jcsr.2014.04.013
UAK Araştırma Alanları
Deprem
Özet
This paper presents the results of an experimental study to examine the in-plane behaviour of the moment-resisting beam-to-column connections of thin-walled sinusoidally-corrugated web I-sections. A group of specimens of nearly full-sized beam–column assemblies made of sinusoidal corrugated web I-sections were tested under cyclic loading in the Structural and Earthquake Engineering Laboratory of Istanbul Technical University (ITU). Whereas two of the specimens have corrugated panel zones, the others have flat plate panel zones, according to an existing practice. The results of the experimental works are evaluated in terms of the general behaviour of the specimens and the regional behaviour of the panel zones. Three-dimensional nonlinear finite element analysis (FEA) models are developed in ABAQUS, including nonlinear interaction along with the contacting parts. The analytical results show a …
Anahtar Kelimeler
Beam-to-column connection | Corrugated web I-sections | Panel zone