Distribution of elastic moments in flat slabs, with particular reference to lift-slab structures
A generalised theoretical analysis is developed for the determination of bending moments in a uniformly loaded infinite flat plate structure, rigidly clamped in rectangular-shaped columns, spaced at regular intervals to form the rectangular panels of the slab. The same analysis is also being applied...
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University of Surrey
1965
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.751632 |