A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theoretical solution based on Rayleigh's principle; results show influence both of rise and of torsional rigidity on critical load; tension in hanger system exerts considerable stabilizing influence on arch; various factors influencing stability.
Theoretical solution based on Rayleigh's principle; results show influence both of rise and of torsional rigidity on critical load; tension in hanger system exerts considerable stabilizing influence on arch; various factors influencing stability.
Lateral buckling of tied arches
Instn Civ Engrs -- Proc
Godden, W.G. (author)
1954
19 pages
4 Supp Plates
Article (Journal)
English
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