Rearing Capacity of Reinforced Masonry Under Central Compression Based on the Deformation Parameters of Its Components

Author:

Plotnikov Alexey N.ORCID,Romanova Tatyana Vyacheslavovna,Mikhailov Boris VasilievichORCID,Yakovleva Olga StanislavovnaORCID,Ivanov Mikhail YurievichORCID

Publisher

Springer Nature Singapore

Reference20 articles.

1. Antakov, A.B., Sokolov, B.S.: Analytical assessment of the stress-strain state of masonry under compression based on the author’s theory. Build. Mater. 9, 51–55 (2019) (rus)

2. Sokolov, B.S.: Development of methods for calculating stone and reinforced stone structures. In: Sokolov, B.S., Antakov, A.B. (eds.) New in Architecture, Design of Building Structures and Reconstruction: Materials of the IV International (X All-Russian) Conference NASKR-2018, pp. 174–183. Publishing House of Chuvash, un-that, Cheboksary (2018) (rus)

3. Kaushik, H.B., Rai, D.C., Jain, S.K.: Uniaxial compressive stress-strain model for clay brick masonry. Curr. Sci. 92(4), 497–501 (2007)

4. Nwofor, T.C.: Experimental determination of the mechanical properties of clay brick masonry. Can. J. Environ. Constr. Civ. Eng. 3(3) (2012)

5. Kashevarova, G.G.: A model of a masonry wall for the study of schemes and mechanisms of destruction. In: Kashevarova, G.G., Vildeman, V.E., Akulova, A.N. (eds.) Information, Innovations, Investments: Collection of Articles. Materials conference, pp. 38–41. Scientific and Technical center Inform., Perm (2002) (rus)

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1. The Strength of Masonry Based on the Deformation Characteristics of Its Components;Masonry for Sustainable Construction [Working Title];2022-10-25

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