Computational and experimental analysis of beam to column joints reinforced with CFRP plates
In this paper, numerical and experimental assessments have been conducted in order to investigate the capability of using CFRP for the seismic capacity improvement and relocation of plastic hinge in reinforced concrete connections. Two scaled down exterior reinforced concrete beam to column connecti...
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| Main Authors: | , , , , , , , , |
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| Format: | Article |
| Published: |
Techno Press
2019
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/87835/ http://dx.doi.org/10.12989/scs.2019.30.3.271 |
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| Institution: | Universiti Teknologi Malaysia |