Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Distribution of stresses on section under eccentric load derived by making use of properties of circular arcs, on assumption that thickness of annulus is small compared to radius; problem arises in analysis of foundations having shape of hollow circle and subjected to eccentric load, masonry or reinforced concrete chimneys under wind or earthquake loads, and long reinforced concrete pipe with lateral loads as in beam.
Distribution of stresses on section under eccentric load derived by making use of properties of circular arcs, on assumption that thickness of annulus is small compared to radius; problem arises in analysis of foundations having shape of hollow circle and subjected to eccentric load, masonry or reinforced concrete chimneys under wind or earthquake loads, and long reinforced concrete pipe with lateral loads as in beam.
Bending in annular sections
Am Soc Civ Engrs -- Proc Separate
Marrone, A.A. (Autor:in)
1955
17 pages
Aufsatz (Zeitschrift)
Englisch
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