Deformation Properties of Masonry as a Piecewise Homogeneous Medium for Elastoplastic Strain Analysis
Authors:
Oleg V. Kabantsev
Dr. Sci. (Eng.), Professor of the Department of Housing and Communal Services of the NRU MSUCE. Moscow, Russian Federation
e-mail: KabantsevOV@mgsu.ru
Rubric: Design, building and reconstruction of aseismic constructions
Annotation:
The paper sets forth the main principles of determining the masonry deformation properties as a mixed modular medium consisting of heterogeneous materials for the purposes of discrete modeling. The formulas are proposed to define the values of deformation characteristics of the masonry materials with account of the stress and strain state specific character under loading.