EFFICIENCY OF APPLICATION OF FRAME-SHEATHED ENCLOSING STRUCTURES IN MULTI-STOREY FRAME BUILDINGS IN SEISMIC AREAS

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Published: May 18, 2022
Keywords:
seismic area, external wall, frame-sheathed wall (FSW), lightweight steel thin-walled structure (LSTS), brick, fitting, reinforced concrete frame building, multi-storey reinforced concrete building.

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Abbos Agzamovich
Doctor of Technical Sciences, Professor, Turin Polytechnic University in Tashkent (TPUT)
Ibrokhim Soibjonovich
2nd year master student, Tashkent Institute of Architecture and Civil engineering (TIACE)
Abzalkhon Akmalovich
2nd year PhD doctoral student Tashkent Institute of Architecture and Civil engineering (TIACE)

Abstract

The article is devoted to the review and calculation on the topic of using external walls made of various materials, such as: brick and frame-sheathed walls - used as enclosing structures in multi-storey reinforced concrete frame buildings. Frame-sheathed walls today have broad prospects for introduction into mass construction in Uzbekistan and abroad and can be used in the construction of a number of buildings and structures for various purposes. The rapid pace of scientific and technological progress, as well as the emerging trends towards the rationalization of design and installation work, assign frame-sheathed walls made of light steel thin-walled structures and sheet materials to one of the main roles in modern civil and industrial construction.


The review of works contains both theoretical, based on shell modeling of the work of structures, and experimental results of research. Attention is drawn to the comparison of analytical and experimental results.

Article Details

How to Cite
Abbos Agzamovich, Ibrokhim Soibjonovich, & Abzalkhon Akmalovich. (2022). EFFICIENCY OF APPLICATION OF FRAME-SHEATHED ENCLOSING STRUCTURES IN MULTI-STOREY FRAME BUILDINGS IN SEISMIC AREAS. Yosh Tadqiqotchi Jurnali, 1(4), 174–187. Retrieved from https://2ndsun.uz/index.php/yt/article/view/248
Issue
Vol. 1 No. 4 (2022): Yosh Tadqiqotchi Jurnali
Section
Maqolalar
Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

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