Suitability of Micromechanical Model for Elastic Analysis of Masonry
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281999%29125%3A8%28922%29
Reference22 articles.
1. Alpa G. and Monetto I. (1994). “Microstructural model for dry block masonry walls with in-plane loading.” J. Mech. Phys. Solids 42(7) 1159–1175.
2. Angelillo M. and Olivito R. S. (1992). “Sul comportamento meccanico di pareti in mattoni.” Giornale del Genio Civile 130 11–33.
3. Anthoine A. (1995). “Derivation of the in-plane elastic characteristics of masonry through homogenization theory.” Int. J. Solids and Struct. 32(2) 137–163.
4. Del Piero C. (1989). “Constitutive equations and compatibility of the external loads for linear elastic masonry-like materials.” Mechanica 24(3) 150–162.
5. Di Pasquale S. (1992). “New trends in the analysis of masonry structures.” Mechanica 27 173–184.
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