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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. (Autor:in)
1954
19 pages
4 Supp Plates
Aufsatz (Zeitschrift)
Englisch
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