Evaluation of new spiral shear reinforcement pattern for reinforced concrete joints subjected to cyclic loading
Using continuous spiral reinforcements can greatly improve the seismic performance of reinforced concrete columns, in terms of ductility and energy dissipation capacity. The simultaneous incorporation of this method in beams and columns might influence the behaviour of beam-column connections as wid...
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| Main Authors: | , , , , |
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| Format: | Article |
| Published: |
Multi-Science Publishing Co. Ltd
2016
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/72571/ https://www.scopus.com/inward/record.uri?eid=2-s2.0-84977071837&doi=10.1177%2f1369433216630371&partnerID=40&md5=14568b95548557bbf319d7547771d1b8 |
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