Analytical Study of In-plan and out-of-plan performance of Confined Masonry Building
O.R. El-Hariri, M., A.Gamal, A., El-Diasityb, M., Salah .H, S. (2022). Analytical Study of In-plan and out-of-plan performance of Confined Masonry Building. EKB Journal Management System, 51(2), 55-82. doi: 10.21608/erjsh.2022.235279
Mohamed O.R. El-Hariri; Amr A.Gamal; Mosaad El-Diasityb; Sayed Salah .H. "Analytical Study of In-plan and out-of-plan performance of Confined Masonry Building". EKB Journal Management System, 51, 2, 2022, 55-82. doi: 10.21608/erjsh.2022.235279
O.R. El-Hariri, M., A.Gamal, A., El-Diasityb, M., Salah .H, S. (2022). 'Analytical Study of In-plan and out-of-plan performance of Confined Masonry Building', EKB Journal Management System, 51(2), pp. 55-82. doi: 10.21608/erjsh.2022.235279
O.R. El-Hariri, M., A.Gamal, A., El-Diasityb, M., Salah .H, S. Analytical Study of In-plan and out-of-plan performance of Confined Masonry Building. EKB Journal Management System, 2022; 51(2): 55-82. doi: 10.21608/erjsh.2022.235279

Analytical Study of In-plan and out-of-plan performance of Confined Masonry Building

Engineering Research Journal (Shoubra)
Volume 51, Issue 2, April 2022, Page 55-82  XML PDF (1.49 MB)
Document Type: Research articles
DOI: 10.21608/erjsh.2022.235279
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Authors
Mohamed O.R. El-Hariri1; Amr A.Gamal1; Mosaad El-Diasityb2; Sayed Salah .H3
1Professor, Faculty of Engineering at Shoubra, Benha University.
2Assistant Professor, Faculty of Engineering at Shoubra, Benha University
3Assistant Lecturer, Faculty of Engineering at Shoubra, Benha University.
Abstract
. Confined masonry (CM) is considered one of the popular forms of low-cost and low-rise construction throughout the world. Confined masonry consists of no reinforced masonry walls surrounded by concrete tie-columns, in the vertical direction, and tie-beams, in the horizontal direction. In some countries confined masonry walls may include joint reinforcement. Although confined masonry structures are still a common masonry construction system in several countries, the majority of them are built using plain masonry. All load-bearing walls in confined masonry constructions must be confining on all sides with horizontal and vertical confining elements. The goal of this research is to use a numerical analysis method using ANSYS software package to evaluate the impact of confining elements such as tie-columns, in-plan walls, and out-plan walls on resisting horizontal lateral loads. Finally, results and conclusions were provided from different finite element analysis models of confined masonry buildings with various confining element configurations
Keywords
Masonry Building; Confined Masonry; Cyclic Loading; and Finite Element
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