A study of pin ended prestressed concrete columns under direct and eccentric loading
A general theoretical inelastic analysis is developed for pin-ended prestressed concrete columns, under short term loading, which includes the effects of slenderness, magnitude and position of prestress and eccentricity of loading. A single set of equilibrium equations with a compatibility condition...
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University of Surrey
1961
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.751557 |