Semi rigid connections and their influence on steel column behaviour
A review of the development of the analysis of frames with semi-rigid end restraint is given, including the treatment of frame stability and effective lengths. The available experimental data relating to the moment versus in-plane rotational behaviour of practical beam- to-column connections, as use...
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University of Sheffield
1980
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.258969 |