The lateral stability of timber beams and arches

The thesis presents an investigation of the lateral stability of beams and arches using the finite element theory of analysis. By means of the force method various matrices which are required for the numerical evaluation of the stability problem, are established. Particular attention is given to the...

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Bibliographic Details
Main Author: Stieda, Christian Kurt Alexander
Published: Imperial College London 1968
Subjects:
Online Access:https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.623139