Criteria Limit States of Masonry Structures Earthquake-Resistant Buildings
Criteria Limit States of Masonry Structures Earthquake-Resistant Buildings

Criteria Limit States of Masonry Structures Earthquake-Resistant Buildings

Authors:  

Кабанцев Олег Васильевич 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:     Theoretical and experimental studies   
Annotation:
The paper presents the results of numerical research structural models of masonry under biaxial stresses. It is established that that the plastic deformation phase is determined by the interaction of basic materials of masonry (brick/stone and mortar). Established mechanisms local destruction, forming stages of the process of plastic deformation. It has been established that the plastic deformation of the masonry in a biaxial stresses is realized at the brick and mortar in the linear mode. Presented and justified criteria limit states of masonry structures earthquake-resistant buildings, defined on the basis of the masonry characteristics of plasticity.

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