Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shakedown analyses of some typical one-story bents
Shakedown solutions for variable repeated loadings for several typical 1-story frames obtained by modified linear programming method, using electronic computer are reported; proportions of selected frames were based on realistic designs in steel; alternating plasticity and deflection stability of frames are considered; results make it possible to compare elastic, conventional plastic, and shakedown analyses for selected frames.
Shakedown analyses of some typical one-story bents
Shakedown solutions for variable repeated loadings for several typical 1-story frames obtained by modified linear programming method, using electronic computer are reported; proportions of selected frames were based on realistic designs in steel; alternating plasticity and deflection stability of frames are considered; results make it possible to compare elastic, conventional plastic, and shakedown analyses for selected frames.
Shakedown analyses of some typical one-story bents
ASCE -- Proc (J Structural Div)
Popov, E.P. (Autor:in) / Becker, E. (Autor:in)
1964
9 pages
Aufsatz (Zeitschrift)
Englisch
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