Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Buckling of structures under assumption of their being shear buildings is considered with imaginary spring imposed at each floor level; first mode of buckling and maximum eigenvalue are calculated by flexibility method with usual iteration techniques, from which minimum buckling load is determined; graph showing buckling load against number of stories of building.
Buckling of structures under assumption of their being shear buildings is considered with imaginary spring imposed at each floor level; first mode of buckling and maximum eigenvalue are calculated by flexibility method with usual iteration techniques, from which minimum buckling load is determined; graph showing buckling load against number of stories of building.
Buckling of shear buildings
ASCE -- Proc (J Structural Div)
Dayaratnam, P. (Autor:in)
1962
11 pages
Aufsatz (Zeitschrift)
Englisch
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Buckling Analysis of Buildings Braced by Frameworks, Shear Walls and Cores
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