Development and testing of hybrid precast concrete beam-to-column connections under cyclic loading
In general, precast concrete structure has insufficient ductility to resist seismic load. Detailed understanding on the behaviour of precast concrete connections are limited and current researches are focused addressing this. In this study, two precast and two monolithic concrete joints for exterior...
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| Main Authors: | , , |
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| Format: | Article |
| Published: |
Elsevier
2017
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| Subjects: | |
| Online Access: | http://eprints.um.edu.my/17562/ https://doi.org/10.1016/j.conbuildmat.2017.06.073 |
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