Ultimate load behaviour of composite T-beams having inelastic shear connections
This thesis is concerned with the theoretical study of the ultimate-load behaviour of composite T-beams as affected by the presence of slip between the concrete slab and the steel beam. Equations are derived on the assumption that there is no vertical separation between the slab and beam and are sol...
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Imperial College London
1967
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Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.622996 |