A Review-Behavior of Reinforced Concrete Exterior Beam-Column Connections under Cyclic Loading
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 functi...
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EDP Sciences
2021
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oai:doaj.org-article:0df29f0476fc450d8b461c6fc73dcbc42021-11-12T11:43:50ZA Review-Behavior of Reinforced Concrete Exterior Beam-Column Connections under Cyclic Loading2267-124210.1051/e3sconf/202131803008https://doaj.org/article/0df29f0476fc450d8b461c6fc73dcbc42021-01-01T00:00:00Zhttps://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_03008.pdfhttps://doaj.org/toc/2267-1242In 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.Sabah Hadeel A. H.Harba Ibrahim S. I.EDP Sciencesarticlerc beam-column jointcyclic loadingductilityshear strengthhysteretic responseEnvironmental sciencesGE1-350ENFRE3S Web of Conferences, Vol 318, p 03008 (2021) |
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rc beam-column joint cyclic loading ductility shear strength hysteretic response Environmental sciences GE1-350 |
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rc beam-column joint cyclic loading ductility shear strength hysteretic response Environmental sciences GE1-350 Sabah Hadeel A. H. Harba Ibrahim S. I. A Review-Behavior of Reinforced Concrete Exterior Beam-Column Connections under Cyclic Loading |
description |
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. |
format |
article |
author |
Sabah Hadeel A. H. Harba Ibrahim S. I. |
author_facet |
Sabah Hadeel A. H. Harba Ibrahim S. I. |
author_sort |
Sabah Hadeel A. H. |
title |
A Review-Behavior of Reinforced Concrete Exterior Beam-Column Connections under Cyclic Loading |
title_short |
A Review-Behavior of Reinforced Concrete Exterior Beam-Column Connections under Cyclic Loading |
title_full |
A Review-Behavior of Reinforced Concrete Exterior Beam-Column Connections under Cyclic Loading |
title_fullStr |
A Review-Behavior of Reinforced Concrete Exterior Beam-Column Connections under Cyclic Loading |
title_full_unstemmed |
A Review-Behavior of Reinforced Concrete Exterior Beam-Column Connections under Cyclic Loading |
title_sort |
review-behavior of reinforced concrete exterior beam-column connections under cyclic loading |
publisher |
EDP Sciences |
publishDate |
2021 |
url |
https://doaj.org/article/0df29f0476fc450d8b461c6fc73dcbc4 |
work_keys_str_mv |
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