Stability of no-tension masonry walls having a non-linear constitutive law

Proceedings of the 10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005

Volumn , Issue , 2005, Pages

  Mura, I ^a  

^a UNIVERSITY OF CAGLIARI   (Italy)

Author keywords

Brick walls; Eccentric loads; Finite differences method; Instability; Masonry; No tension material; Nonlinear constitutive law

Indexed keywords

BRICK WALL; CONSTITUTIVE LAW; ECCENTRIC LOADS; FINITE DIFFERENCE; MASONRY; NO-TENSION MATERIAL;

COMPUTER AIDED ENGINEERING; ENVIRONMENTAL ENGINEERING; MASONRY CONSTRUCTION; MASONRY MATERIALS; PLASMA STABILITY; RETAINING WALLS; STRAIN; WALLS (STRUCTURAL PARTITIONS);

ENVIRONMENTAL REGULATIONS;

EID: 80053409060     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

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3. R. Frish-Fay, "Quasi-Analytical Method for the Analysis of a Masonry Column with a Non-Linear Stress-Strain Law", Int. J. of Masonry Construction, 2, 41-46, 1981.
4. F. Sawko, K. Towler, "Numerical Analysis of Walls and Piers With Different End Conditions", Proc. 6th Int. Brick Masonry Conference, Brugge, 412-421, 1982.
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8. L. La Mendola & M. Papia, "Stability of masonry piers under their own weight and eccentric load", Journal of Structural Engineering, ASCE, 119(6), 1678-1693, 1993.
9. D. Pume, "Stress-strain relationships of masonry made from Czech clay units produced between 1955 and 1992", Computer Methods in Structural Masonry - 4, Ed. by G.N. Pande, J. Middleton and B. Kralj, E&FN London, 1998.
10. ENV 1992-1-1: Eurocode 2: Design of concrete structures - Part 1: General rules and rules for building. January 2001.