SEISMIC STABILITY OF UNDERGROUND SHELL STRUCTURES.
DOI:
https://doi.org/10.37547/Keywords:
shell-type underground structures, seismic resistance, seismic loads, structural analysis, underground constructions, seismic safety.Abstract
This article addresses the seismic resistance of shell-type underground structures. It analyzes modern calculation methods and the properties of construction materials aimed at enhancing the stability of underground structures under seismic loads. The influence of geometry and the structural configuration of shell structures on their behavior during seismic events is also discussed. The findings of the study contribute to the development of new approaches to ensuring the safety of underground facilities.
Downloads
References
1.Abdullabekov K. N., Zilziladan saqlanish mumkinmi? T., 1992; Karimov F. X., Zemletryaseniye, M, 1993; Otaboyev X., Zilzila T., 1988.
2.OʻzME. Birinchi jild. Toshkent, 2000-yil
3.Umarov Gʻ. — „HAYOT FAOLIYATI XAVFSIZLIGI“ fanidan MAJMUA, Samarqand
4.Yormatov Gʻ.Y. va boshqalar. Hayot faoliyati xavfsizligi. -T.: „Aloqachi“, 2009 yil. — 348 b.
5.Nigmatov I., Tojieyv M.X. — „Favqulodda vaziyatlar va fuqaro muhofazasi“ Darslik.-T.: Iqtisod-moliya. 2011. −260 b.
6.Qudratov A. va b. — „Hayotiy faoliyat xavfsizligi“.Maʼruza kursi. „Aloqachi“ -T.: 2005. −355 b.
Downloads
Published
Issue
Section
License
This work is licensed under a Creative Commons Attribution 4.0 International License.
Articles published in this journal are licensed under the Creative Commons Attribution 4.0 International License (CC-BY 4.0). Under this license:
- Share: Copy and redistribute the material in any medium or format
- Adapt: Remix, transform, and build upon the material for any purpose, including commercially
Attribution required: You must give appropriate credit, provide a link to the license, and indicate if changes were made.
License URL: https://creativecommons.org/licenses/by/4.0/
Authors retain copyright of their work while granting the journal first publication rights.
