Performance of a ductile hybrid post-tensioned beam-to-column connection for precast concrete frames under seismic loads: A review
The performance of precast concrete frame structures against seismic loads mainly depends on the beam-to-column connection. A ductile hybrid connection consists of unbonded post-tensioning steel and bonded reinforcement bars, both of which provide overall moment resistance to the frame. Post-tension...
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| Main Authors: | , , , |
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| Format: | Article |
| Published: |
MDPI
2021
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| Subjects: | |
| Online Access: | http://eprints.um.edu.my/26572/ |
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