Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Optimum design-minimum weight versus fully stressed
Method is presented which can be used to determine validity of substitute problem of fully stressed or simultaneous failure modes design in place of minimum weight design; equivalence of these two solutions can be demonstrated for large class of discrete and continuous structures subjected to single load condition; this equivalence can also be extended to stress limited determinate truss subjected to several independent mechanical loads; however, it can also be shown that simultaneous failure modes is not necessarily minimum weight design for waffle plates subjected to multiplicity of biaxial loads; concepts of mathematical programming.
Optimum design-minimum weight versus fully stressed
Method is presented which can be used to determine validity of substitute problem of fully stressed or simultaneous failure modes design in place of minimum weight design; equivalence of these two solutions can be demonstrated for large class of discrete and continuous structures subjected to single load condition; this equivalence can also be extended to stress limited determinate truss subjected to several independent mechanical loads; however, it can also be shown that simultaneous failure modes is not necessarily minimum weight design for waffle plates subjected to multiplicity of biaxial loads; concepts of mathematical programming.
Optimum design-minimum weight versus fully stressed
ASCE -- Proc (J Structural Div)
Kicher, T.P. (Autor:in)
1966
15 pages
Aufsatz (Zeitschrift)
Englisch
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