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

International Journal of Solids and Structures

Volumn 39, Issue 25, 2002, Pages 6191-6210

  De Falco, Anna ^a   Lucchesi, Massimiliano ^b  

^a UNIVERSITY OF PISA   (Italy)

^b Università di Firenze Piazza Brunelleschi 6   (Italy)

Author keywords

Masonry columns; No tension material; Stability

Indexed keywords

COMPRESSIVE STRENGTH; DEFORMATION; DIFFERENTIAL EQUATIONS; STABILITY;

ECCENTRICITY;

PILES;

COLUMN; DEFORMATION; ECCENTRICITY; MASONRY; STABILITY ANALYSIS; STRENGTH;

EID: 0036902987     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(02)00467-5     Document Type: Article

References (7)

1. Über die Knickung und Tragfähigkeit eines excentrisch, gedrückten Pfeilers
2. The elastic buckling of brittle columns
3. Stability of masonry piers
4. Quasi-analytical method for the analysis of a masonry column with a nonlinear stress-strain law
5. Stability and load capacity of members with no tensile strength
6. Un'equazione costitutiva per travi costituite da materiale non resistente a trazione e con limitata resistenza a compressione