No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads

International Journal of Mechanical Sciences

Volumn 49, Issue 1, 2007, Pages 54-74

  De Falco, Anna ^a   Lucchesi, Massimiliano ^b  

^a UNIVERSITY OF PISA   (Italy)

^b UNIVERSITY OF FLORENCE   (Italy)

Author keywords

Masonry columns; No tension material; Stability

Indexed keywords

BEAMS AND GIRDERS; COMPRESSIVE STRENGTH; DEFORMATION; STABILITY;

ECCENTRIC VERTICAL LOADS; MASONRY COLUMNS; NO-TENSION MATERIALS;

COLUMNS (STRUCTURAL);

EID: 33750501117     PISSN: 00207403     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijmecsci.2006.08.002     Document Type: Article

References (6)

1. Yokel F.Y. Stability and load capacity of members with no tensile strength. Proceedings of ASCE 97 ST7 (1971) 1913-1926
2. De Falco A., and Lucchesi M. Explicit solutions for the stability of no-tension beam-columns. International Journal of Structural Stability and Dynamics 3 (2003) 195-213
3. De Falco A., and Lucchesi M. Stability of columns with no tension strength and bounded compressive strength and deformability. Part I: large eccentricity. International Journal of Solids and Structures 39 (2002) 6191-6210
4. Zani N. A constitutive equation and a closed-form solution for no-tension beams with limited compression strength. European Journal of Mechanics A Solids 23 (2004) 467-484
5. Eurocode 6 Design of masonry structures. Part 1-1: general rules for buildings. Rules for reinforced and unreinforced masonry. prEN 1996-1-1, 2000.
6. Decreto Ministeriale (Italian Ministerial Decree) Norme tecniche per la progettazione, esecuzione e collaudo degli edifici in muratura e per il loro consolidamento. Ordinary supplement of the Official Italian Gazette no. 285, 5 December 1987.