| Issue |
E3S Web Conf.
Volume 318, 2021
Second International Conference on Geotechnical Engineering – Iraq (ICGE 2021)
|
|
|---|---|---|
| Article Number | 03008 | |
| Number of page(s) | 12 | |
| Section | Developments in Structural Engineering and Construction Materials | |
| DOI | https://doi.org/10.1051/e3sconf/202131803008 | |
| Published online | 08 November 2021 | |
A Review-Behavior of Reinforced Concrete Exterior Beam-Column Connections under Cyclic Loading
Department of Civil Engineering, Al-Nahrain University, Baghdad, Iraq
a st.hadeel.a.handel@ced.nahrainuniv.edu.iq
b ibrahim.harba@eng.nahrainuniv.edu.iq
In many seismically active regions worldwide, massive reinforced concrete (RC) structures built before the 1970s existed. These older RC buildings, in countries having seismic history, were designed for gravity loads only. Anyway, the beam-column connections influence the structures where the functions of connection shortage by transport the forces like shear, moment, and torsion through the beam to the column. Also, it could behave in a ductile manner to help the structure resist the seismic, as simulate the seismic loading by high and low cyclic loading. Due to the failure of external joints more than the internal beam-column joints, this review focuses on the behavior of exterior beam-column joints under cyclic loading, consequently simulated the behavior under an earthquake and the reinforcement detailed.
Key words: RC beam-column joint / cyclic loading / ductility / shear strength / hysteretic response
© The Authors, published by EDP Sciences, 2021
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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