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A platform for research: civil engineering, architecture and urbanism
General formula for arches with extensible suspension rods is derived from strain energy of structure; specific equations are then obtained; simplified membrane analogy method of solving bowstring arch is also introduced; results of laboratory investigation of 49 in. span aluminum models; experimental and analytical results were in good agreement.
General formula for arches with extensible suspension rods is derived from strain energy of structure; specific equations are then obtained; simplified membrane analogy method of solving bowstring arch is also introduced; results of laboratory investigation of 49 in. span aluminum models; experimental and analytical results were in good agreement.
Prestressed bowstring arch
ASCE -- Proc (J Structural Div)
Kaldjian, M.J. (author)
1961
29 pages
Article (Journal)
English
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