Deformation of partially prestressed concrete beams under service loads
Nine tests were carried out on partially prestressed concrete beams in which 50 percent of the service load was sustained for a period of up to 46 days during which time the load was increased to the full service load up to seven times in intermittent short-term cycles. One cycle of short-term loadi...
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University of Leeds
1984
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.350188 |