Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prismatic shells with intermediate columns
Simply supported prismatic shells with intermediate columns located along longitudinal edges are analyzed; magnitude of column reactions is determined by flexibility influence coefficients assuming that vertical displacements of shell at column supports are zero; comparison of magnitude and distribution of stress resultants and displacements of simply supported prismatic shells with two and four equally spaced intermediate columns resulting from dead load or uniform live load with results obtained for shell without intermediate columns is given.
Prismatic shells with intermediate columns
Simply supported prismatic shells with intermediate columns located along longitudinal edges are analyzed; magnitude of column reactions is determined by flexibility influence coefficients assuming that vertical displacements of shell at column supports are zero; comparison of magnitude and distribution of stress resultants and displacements of simply supported prismatic shells with two and four equally spaced intermediate columns resulting from dead load or uniform live load with results obtained for shell without intermediate columns is given.
Prismatic shells with intermediate columns
ASCE -- Proc (J Eng Mechanics Div)
Pulmano, V.A. (Autor:in) / Lee, S.L. (Autor:in)
1965
23 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Buckling of Plates and Prismatic Shells
| Springer Verlag | 2012
Three-Dimensional Non-Prismatic Beam-Columns
| Online Contents | 2002
Three-Dimensional Non-Prismatic Beam-Columns
| Online Contents | 2002