Behaviour and design of stiffened compression flanges of steel box girder bridges
The objective of the work reported in this thesis is to study the behaviour of stiffened compression flanges of steel box girder bridges. Various collapse modes and many different parameters that effect the behaviour of the stiffened panels which make up the flanges have been considered. In order to...
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University of Surrey
1991
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.280844 |