Behaviour of reinforced concrete beam-column joint subjected to in-plane loading
This report focuses on interior beam-column joints and it looks into how strut-and-tie method of analysis was first proposed by Park, Paulay and Priestley (1978) to calculate the magnitude of horizontal shear forces a joint is able to resist from the single concrete strut and truss mechanism. The...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/10356/15834 |