An experimental study of reinforced concrete beamcolumn joint with partially high strengthened longitudinal bar
It is necessary to generate the yield position away from the column face to minimize damage to the beam-column joint during a large earthquake in a reinforced concrete building. The same efficacy can be realized using partially high strengthened rebar. The number of longitudinal bars can be calculat...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Czech Technical University in Prague
2022-03-01
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| Series: | Acta Polytechnica CTU Proceedings |
| Subjects: | |
| Online Access: | https://ojs.cvut.cz/ojs/index.php/APP/article/view/8031 |
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