proceeding

Experimental studies of a rational option for seismic reinforcement of a reinforced concrete frame of a multi-story frame building

Anvar YuvmitovInstitute of Mechanics and Seismic Stability of Structures named after M.T.Urazbaev, Uzbekistan Academy of Sciences, 100125, Tashkent, Dormon yuli, 40, UzbekistanKhamidulla SagdievInstitute of Mechanics and Seismic Stability of Structures named after M.T.Urazbaev, Uzbekistan Academy of Sciences, 100125, Tashkent, Dormon yuli, 40, UzbekistanSalimjon ToshpulatovInstitute of Mechanics and Seismic Stability of Structures named after M.T.Urazbaev, Uzbekistan Academy of Sciences, 100125, Tashkent, Dormon yuli, 40, UzbekistanZukhriddin SobirovInstitute of Mechanics and Seismic Stability of Structures named after M.T.Urazbaev, Uzbekistan Academy of Sciences, 100125, Tashkent, Dormon yuli, 40, UzbekistanDilmurod AkhundjanovInstitute of Mechanics and Seismic Stability of Structures named after M.T.Urazbaev, Uzbekistan Academy of Sciences, 100125, Tashkent, Dormon yuli, 40, UzbekistanSukhrob BozorkulovTashkent University of Architecture and Civil Engineering, 100011, Tashkent, Yangishakhar Street, 9a, Uzbekistan

2026en

Ochiq kirish: yoʻq

ABI

Annotatsiya

Given that the main territory of the Republic of Uzbekistan is seismically hazardous, large-scale measures are being taken to improve and ensure the seismic resistance of buildings and structures. One of the leading areas of research is theoretical and experimental studies in the field of seismology and seismic resistance of buildings and structures. Currently, in the construction practice of developed countries, there are several methods for anti-seismic reinforcement of load-bearing structures of buildings and structures, but the degree of their influence on the seismic resistance of buildings has not been sufficiently studied experimentally. In view of the above, this article considers the urgent task of developing new reinforcement methods and structural solutions for seismic protection systems that are cost-effective, structurally acceptable, technologically simple to use, and capable of increasing the service life of the reinforced structure by several years.

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Identifikatorlar

DOI: 10.1063/12.0044791

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