Behaviour and design of prestressed stayed columns
The load-carrying capacity of slender columns is limited by global instability. However, through the addition of strategically placed cross-arms and external prestressed cables, buckling displacements can be inhibited and the load-carrying capacity considerably enhanced. Such systems, known as prest...
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Imperial College London
2012
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.555907 |