Stability of columns with no tension strength and bounded compressive strength and deformability. Part I: large eccentricity-Reference-Cited by-同舟云学术

Stability of columns with no tension strength and bounded compressive strength and deformability. Part I: large eccentricity

Published:2002-12 Issue:25 Volume:39 Page:6191-6210
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

De Falco Anna,Lucchesi Massimiliano

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference7 articles.

1. Angervo, K., 1954. Über die Knickung und Tragfähigkeit eines excentrisch, gedrückten Pfeilers. Staatliche Technische Forschungsanstalt, pubb. 26, Helsinki

2. The elastic buckling of brittle columns;Chapman;Proc. Inst. Civ. Eng.,1957

3. Stability of masonry piers;Frisch-Fay;Int. J. Solids Struct.,1975

4. Quasi-analytical method for the analysis of a masonry column with a nonlinear stress–strain law;Frisch-Fay;Int. J. Masonry Const.,1981

5. Structural Masonry;Sahlin,1971

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