Behaviour of beam lap splices under seismic loading
The results of an investigation into the performance of reinforced concrete beam-column subassemblages containing lap spliced reinforcement in the potential plastic hinge region of a beam are presented. Two specimens were tested with simulated seismic loading. One specimen complied with the New Zeal...
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| Language: | en |
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University of Canterbury. Civil Engineering
2014
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| Online Access: | http://hdl.handle.net/10092/9638 |