Semi-rigid behaviour of connections in precast concrete structures
Multi-storey precast concrete skeletal structures are assembled from individual prefabricated components which are erected on-site using various types of connections. In the current design of these structures, beam-to-column connections are assumed to be pin jointed. This current research work focus...
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| Format: | Thesis (University of Nottingham only) |
| Language: | English |
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1997
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| Online Access: | https://eprints.nottingham.ac.uk/11294/ |