Articles
| Open Access |
DOI: SURVEY AND RECONSTRUCTION OF LOW-RISE REINFORCED CONCRETE FRAME BUILDINGS
Khikmat Alimov , Associate Professor Phd, Tashkent University Of Architecture And Civil Engineering, Republic Of Uzbekistan, Tashkent Akbarov Islomiddin , Master's Student, Tashkent University Of Architecture And Civil Engineering, Republic Of Uzbekistan, Tashkent Yaxyoyev Ziyodulla , Master's Student, Tashkent University Of Architecture And Civil Engineering, Republic Of Uzbekistan, TashkentAbstract
This article examined the technical condition of a 2-story retail and household complex located in the city of Tashkent, and provided the necessary recommendations for reconstruction. The building is a reinforced concrete frame system and the survey process used existing methods and computer software.
Keywords
Frame, reinforced concrete, reconstruction
References
Ledenev V.V., Yartsev V.P. Inspection and monitoring of building structures of buildings and structures / Tambov: Publishing House of the Federal State Budgetary Educational Institution of Higher Education "TSTU", 2017. - 252 p.
S. Yusufkhojaev, R. Yusupov, X. Alimov, J. Makhmudov, E. Choi, Crack Resistance of Prestressed Reinforced Concrete Beams with Wire Rope Reinforcement. Materials, 16, 6359 (2023) https://doi.org/10.3390/ma16196359
Юсупов, Р., Алимов, Х., Хужаев, Д., & Алтаева, Л. (2024). ДЕФЕКТЫ И ПОВРЕЖДЕНИЯ ЖЕЛЕЗОБЕТОННЫХ КОНСТРУКЦИЙ КАРКАСНЫХ ЗДАНИЙ В СЕЙСМИЧЕСКИХ РАЙОНАХ. GOLDEN BRAIN, 2(5), 190-200.
YUSUPOV R.R, ALIMOV Х.T, AZIMOV A.A, & SAYDULLAYEVA D.Q. (2023). Results of the Survey of the Technical Condition of A NineStorey Reinforced Concrete Frame Public Building. Texas Journal of Engineering and Technology, 21, 84–88. Retrieved from https://zienjournals.com/index.php/tjet/article/view/4176
KMK 2.01.03-19. Construction in seismic areas. Ministry of Construction of the Republic of Uzbekistan. Tashkent, 2019.
Article Statistics
Copyright License
Copyright (c) 2024 Khikmat Alimov, Akbarov Islomiddin, Yaxyoyev Ziyodulla
This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors retain the copyright of their manuscripts, and all Open Access articles are disseminated under the terms of the Creative Commons Attribution License 4.0 (CC-BY), which licenses unrestricted use, distribution, and reproduction in any medium, provided that the original work is appropriately cited. The use of general descriptive names, trade names, trademarks, and so forth in this publication, even if not specifically identified, does not imply that these names are not protected by the relevant laws and regulations.