Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Limit design of symmetrical steel floor system of crossed prismatic beams by simple plastic theory neglecting torsional rigidity is presented; collapse mechanisms for different support conditions of floor beams are determined and represented by means of collapse lines; analysis also deals with equivalent concentrated loads and tentative case of "active reactions".
Limit design of symmetrical steel floor system of crossed prismatic beams by simple plastic theory neglecting torsional rigidity is presented; collapse mechanisms for different support conditions of floor beams are determined and represented by means of collapse lines; analysis also deals with equivalent concentrated loads and tentative case of "active reactions".
Limit design of crossed steel beams
ASCE -- Proc (J Structural Div)
Zaslavsky, A. (Autor:in)
1962
35 pages
Aufsatz (Zeitschrift)
Englisch
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