Abstract
In the paper a direct method of calculation of prismatic, simply supported folded plate structures is described. The method discussed was originally proposed by Scordelis [4], and due to matrix formu1ation it can be used to the structural analysis with the use of digital computers.A numerical example is given in the paper.
References
H. CRAEMER, Theorie der Faltwerke, Beton und Eisen, 29, 1930.
G. EHLERS, Die Spannungsermittlung in Flaechentragwerken, Beton und Eisen, 29, 1930.
G. POWELL, Comparison of simplified theories for folded plates, J. Struct. Div., Proc. of the ASCE, December 1965.
A. C. SCORDELIS, Matrix formulation of the folded plate equations, J. Struct. Div., Proc. of the ASCE, October 1960.
J. PIETRZAK, K. WRZEŚNIOWSKI, Charakterystyka niektórych metod obliczania tarczownic pryzmatycznych, Arch. Inżyn. Ląd., 13, 2, 237-255, 1967.
G. EHLERS, Die Spannungsermittlung in Flaechentragwerken, Beton und Eisen, 29, 1930.
G. POWELL, Comparison of simplified theories for folded plates, J. Struct. Div., Proc. of the ASCE, December 1965.
A. C. SCORDELIS, Matrix formulation of the folded plate equations, J. Struct. Div., Proc. of the ASCE, October 1960.
J. PIETRZAK, K. WRZEŚNIOWSKI, Charakterystyka niektórych metod obliczania tarczownic pryzmatycznych, Arch. Inżyn. Ląd., 13, 2, 237-255, 1967.
