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...
| Main Authors: | , |
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| Format: | Article |
| Sprog: | English |
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Universiti Putra Malaysia Press
2018
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| Online adgang: | http://psasir.upm.edu.my/id/eprint/66223/1/Deficient%20reinforced%20concrete%20beam-column%20joint%20strengthening.pdf |