Stability and dynamic behaviour of steel structures with non-linear restraints
This study was undertaken to investigate the effects of imperfections in the initial geometry of bracing members on the stability of the structural frameworks. The general non-linear behaviour of frameworks, consisting of single columns, or multistorey frames stiffened by curved bracings, were studi...
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University of Strathclyde
1986
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.381501 |