Discrete and continuous models for dry masonry columns

Journal of Engineering Mechanics

Volumn 123, Issue 4, 1997, Pages 399-403

  Mühlhaus, Hans B ^a   Sulem, Jean ^b   Unterreiner, Philippe ^c  

^a CSIRO   (Australia)

^b UNIVERSITÉ PARIS EST   (France)

^c DDE Service des Routes et Transports   (Martinique)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 3943105437     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1997)123:4(399)     Document Type: Article

References (9)

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3. Germain, P. (1973a). "La méthode des puissances virtuelles en mécanique des milieux continus. Part I." Journal de Mécanique, Paris, France, 12(2), 235-274.
4. Germain, P. (1973b). "The method of virtual power in continuum mechanics. Part 2: Microstructure." SIAM J. Appl. Math., 25(1), 556-575.
5. Kunin, I. (1982). Elastic media with microstructure. Springer Series in Solid-State Sciences 26, Springer Verlag KG, Berlin, Germany.
6. Lourenço, P. B. (1996). "Computational strategies for masonry structures," PhD thesis, Tech. Univ., Delft, The Netherlands.
7. Mindlin, R. D. (1964). "Microstructure in linear elasticity." Arch. Rationale Mech. Anal., 16, 50-78.
8. Mühlhaus, H.-B. (1993). "Continuum models for layered and blocky rock." Comprehensive rock engineering, Vol. 2, C. Fairhurst, ed., Pergamon Press, Inc., Tarrytown, N.Y.
9. Ulm, F. J., and Piau, J. M. (1993). "Fall of a temple: theory of contact applied to masonry joints." J. Struct. Engrg., ASCE, 119(5), 687-697.