Deficient reinforced concrete beam-column joint strengthening
Structural buildings in seismic prone area, the required energy dissipation of strong column-weak beam especially for reinforced concrete frame structures is achievably through adequate beam-column joint strengthening connection in order to have high seismic performance. Literature investigation sho...
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| Main Authors: | , |
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| Format: | Article |
| Language: | en |
| Published: |
Universiti Putra Malaysia Press
2018
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| Online Access: | http://psasir.upm.edu.my/id/eprint/66223/1/Deficient%20reinforced%20concrete%20beam-column%20joint%20strengthening.pdf http://psasir.upm.edu.my/id/eprint/66223/ http://www.pjsrr.upm.edu.my/index.php/pjsrr/article/view/184 |
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