Analytic Structures
This thesis presents the development of an innovative method for describing the behaviour of steel members under load. It uses a direct solution to a set of six differential equations key to the state of a cross-section of a member. Because the method focuses upon cross-sectional response to· loa...
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University of Southampton
2007
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.485516 |