doi: 10.7763/IJET.2012.V4.322
Seismic Performance of SFRC Beam-Column Joint with Corbel under Reversible Lateral Cyclic Loading
A.G. Kay Dora
,
N.H. Abdul Hamid
- Faculty of Civil Engineering, University Teknologi MARA, Shah Alam, 40450, Selangor, Malaysia
Abstract
Seismic performance of full-scale precast beam-column end joint with corbel mixed up together with Steel Fibre Reinforced Concrete (SFRC) is examined. The sub assemblage of beam-column joint was tested under reversible lateral cyclic loading up to ±1.5% drift. The visual observation and experimental results showed that the cracks start to occur at +0.75% drifts (pushing direction) at the cast-in-situ area in beam-column joint. Experimental result ofthe hysteresis loops (load versus displacement) showed a good agreement with the theoretical result obtained from moment-rotation analysis method. The elastic stiffness, secant stiffness, ductility and equivalent viscous damping forbeam-column joint are also determined in this paper.
Keywords
- Beam-column joints
- ductility
- hysteresis loops
- stiffness
How to Cite
A.G. Kay Dora and N.H. Abdul Hamid, "Seismic Performance of SFRC Beam-Column Joint with Corbel under Reversible Lateral Cyclic Loading," International Journal of Engineering and Technology, vol. 4, no. 1, pp. 76-81, 2012. https://doi.org/ 10.7763/IJET.2012.V4.322
Copyright & License
Copyright © 2012 by the authors. This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).