Triaxial effects in concrete-filled tubular steel columns
The work described in this thesis consists of three phases: Phase I - Uniaxial analysis: A computer program has been written in a form suitable for calculating the failure loads for a large number of eccentrically-loaded, circular or rectangular concrete-filled columns, using the uniaxial material p...
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Imperial College London
1969
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.283364 |