A comparative study on the approximate analysis of masonry structures

Materials and Structures/Materiaux et Constructions

Volumn 31, Issue 211, 1996, Pages 473-479

  Lee, J S ^a,c   Pande, G N ^c,d   Kralj, B ^b,c  

^a Korea Railroad Research Institute   (South Korea)

^b ATKINS   (United Kingdom)

^c SWANSEA UNIVERSITY   (United Kingdom)

^d RILEM ^*

Author keywords

[No Author keywords available]

Indexed keywords

CRACK INITIATION; ELASTIC MODULI; NUMERICAL ANALYSIS; STRAIN; STRESSES; TENSILE STRENGTH;

MASONRY STRUCTURES;

MASONRY CONSTRUCTION;

EID: 0032136728     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02480471     Document Type: Review

References (5)

1. β', The Structural Engineer 71 (1994) 7-12.
2. Zhao, Y. H. and Weng, G. J., 'Effective elastic moduli of ribbonreinforced composites', J. Appl. Mech. 57 (1990) 158-167.
3. Hill, R., 'Elastic properties of reinforced solids: some theoretical principles', J. Mech. Phys. Solids 11 (1963) 357-372.
4. Pietruszczak, S. and Niu, X., 'A mathematical description of macroscopic behavior of brick masonry', I.J. Solids Str. 29 (1992) 531-546.
5. Lourenço, P. B., 'Computational strategies for masonry structures', PhD thesis, Dept. Civil Eng., Delft Univ. of Technology, The Netherlands, 1996.