Distribution of Vertical Stresses in Multi-storey Buildings Under Influence of Nonliner Shear Bonds Deformation

Author:

Lyublinskiy V. A.ORCID,Alzaibak K.ORCID,Alwaz Kh.

Publisher

Springer Nature Singapore

Reference8 articles.

1. Drozdov, P.: Design and calculation of load-bearing systems of multi-storey buildings and their elements (Stroyizdat, Moscow), p. 223 (1977)

2. Sokolov, B., Mironova, Y.: Strength and flexibility of vertical joints of wall panels using flexible hinges. Hous. Constr. 5, 60–62 (2014)

3. Blazhko, V.: On the determination of the ductility of connections in the formation of design models of panel buildings. Hous. Constr. 3, 17–21 (2017)

4. Todut, C., Dan, D., Stoian, V.: Theoretical and experimental study on precast reinforced concrete wall panels subjected to shear force. Eng. Struct. 80, 323–338 (2014)

5. Lyublinskiy, V., Tomina, M.: Influence of non-linear deformation of bridges on the process of distribution of forces in the bearing elements of the diaphragm. Syst. Technol. Met. 2(38), 153–158 (2018)

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