A simplified steel beam-to-column connection modelling approach and influence of connection ductility on frame behaviour in fire
Steel beam-to-column connections are vulnerable structural elements when a fire strikes a building, as observed in fire incidents and full-scale fire tests. Existing techniques allow researchers to model the behaviour of different types of connections in fire but are difficult to use when conducting...
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University of Sheffield
2017
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.707111 |