Performance Analysis of Interior Beam-column Joint of Buckling Restrained Brace Reinforced Concrete Frame
Authors
Jiang Zhu, Guo-Chang Li
Corresponding Author
Jiang Zhu
Available Online June 2014.
- DOI
- 10.2991/icmsa-15.2015.189How to use a DOI?
- Keywords
- Buckling Restrained Brace, Finite Element Analysis, Moment-rotation Curves, Mechanical Behavior, Joint.
- Abstract
A type of connection was proposed to connect buckling restrained braces in reinforced concrete frames. Performance under Monotonic load of the joint were analyzed by ABAQUS, the development of cracks and deformations is studied, and the ultimate state and the failure mode are determined. In addition, the stress of each part of the joint and the shear force in the joint core are obtained. The study shows that the decrease of the bearing capability and the destruction of the joint under monotonic loading is due to the failure of the concrete in beam. This joints force evenly, power transmission clear, and have good performance.
- Copyright
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Jiang Zhu AU - Guo-Chang Li PY - 2014/06 DA - 2014/06 TI - Performance Analysis of Interior Beam-column Joint of Buckling Restrained Brace Reinforced Concrete Frame BT - Proceedings of the 2015 International Conference on Material Science and Applications PB - Atlantis Press SP - 1021 EP - 1026 SN - 2352-541X UR - https://doi.org/10.2991/icmsa-15.2015.189 DO - 10.2991/icmsa-15.2015.189 ID - Zhu2014/06 ER -