Restoration of Damaged Masonry Vaulted Ceilings of Buildings
https://doi.org/10.22227/2949-1622.2023.4.104-117
Abstract
In this article, the authors present the results of a study of unreinforced and reinforced stone vaulted ceilings, which included numerical and physical experiments. We have also developed our own constructive measures to strengthen stone vaulted ceilings, based on the introduction of composite flexible rods into the body of the luggage in optimal places and, in turn, allowing to increase the efficiency and safety of work. The article presents the process of creating a homogeneous and heterogeneous model, which made it technically possible to solve problems with modeling reinforcement in masonry.
Keywords
About the Authors
Evgeny V. Khorkov
Kazan State University of Architecture and Engineering (KSUAE)
Russian Federation
Russian Federation
Evgeny V. Khorkov, Senior Lecturer of the Department of Reinforced Concrete and Masonry Structures
1 Zelenaya, Kazan, 420043
Scopus:57218827182, ResearcherID: M-3764-2018
Ilshat T. Mirsaypov
Kazan State University of Architecture and Engineering (KSUAE)
Russian Federation
Russian Federation
Ilshat T. Mirsaypov, Doctor of Technical Sciences, Associate Professor, Head of the Department of Reinforced Concrete and Masonry Structures
1 Zelenaya, Kazan, 420043
Scopus:57218826227, ResearcherID: G-7228-2019
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Review
For citations:
Khorkov E.V., Mirsaypov I.T. Restoration of Damaged Masonry Vaulted Ceilings of Buildings. Reinforced concrete structures. 2023;4(4):104-117. (In Russ.) https://doi.org/10.22227/2949-1622.2023.4.104-117
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