| Yazarlar (1) |
Prof. Dr. Şenol GÜRSOY
Karabük Üniversitesi, Türkiye |
| Özet |
| The selected carrier systems of reinforced concrete frame buildings are quite important on structural damages. In this study are examined comparatively nonlinear behaviours of reinforced concrete frames which having different stiffening members under a horizontal load. In that respect, the study consists of six parametric models. With this purpose, nonlinear structural analyses of reinforced concrete frames which having different stiffening members were carried out with LUSAS which uses the finite element method. Thus, some conclusions and recommendations to mitigate the damage of reinforced concrete buildings in the future designs are aimed to present. The obtained results revealed that in terms of performance, the x-shaped diagonal elements can be used as an option to shear walls. In addition, it was found that frame-2, frame-3 and frame-4 showed a better performance than traditional frame system (frame-1). Copyright © 2014 Techno-Press, Ltd. |
| Anahtar Kelimeler |
| Different stiffening members | Finite element method | Nonlinear analysis |
| Makale Türü | Özgün Makale |
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayımlanan tam makale |
| Dergi Adı | COMPUTERS AND CONCRETE |
| Dergi ISSN | 1598-8198 Wos Dergi Scopus Dergi |
| Dergi Tarandığı Indeksler | SCI-Expanded |
| Makale Dili | İngilizce |
| Basım Tarihi | 05-2014 |
| Cilt No | 13 |
| Sayı | 5 |
| Sayfalar | 679 / 694 |
| Doi Numarası | 10.12989/cac.2014.13.5.679 |
| Makale Linki | http://www.techno-press.org/download.php?journal=cacvolume=13num=5ordernum=7 |
| Atıf Sayıları | |
| SCOPUS | 2 |
| Google Scholar | 3 |
