RIGELNING YUK KO’TARISHI, MUSTAHKAMLIGI VA SALQILIGIGA KO‘PBO‘SHLIQLI TEMIRBETON PLITALAR BILAN BIRGALIKDA ISHLASHINING AHAMIYATI
Keywords:
ko‘p qavatli bino, sinch, rigel, ko‘p bo‘shliqli plita, birgalikda ishlash.Abstract
Maqolada yig‘ma-yaxlit temirbeton orayopma fragmentini muvaqqat yuklar ta’siriga sinash natijalari keltirilgan. Yig‘ma-yaxlit orayopma tarkibidagi rigelning mustahkamligi, yoriqbardoshligi va deformatsiyalanishiga uning ko‘pbo‘shliqli temirbeton plitalar bilan birgalikda ishlashining ta’siri aniqlangan.
References
Xamrokulov U.D., Usmanov V.F. Sinchli binolarning rigellarini bosqichma-bosqich yuklanishini hisobga olib loyihalash. «Me’morchilik va qurilish muammolari», № 1, 2019, 44-48 b.
Xamrokulov U.D. Ko‘p qavatli sinchli binolarni hisoblash uslublari. « Инновационные технологии в строительстве». Материалы республиканского научно-практической конференция, Выпуск № 15, 2020, с. 272-274.
Khamrakulov U.D., doctoral student (PhD), SamSACI. The stress-deformed analysis of multi-storey building frame elements adjusted its construction and loading stage. International Journal For Innovative Engineering and Management Research. Volume 09, Issue 10, Pages: 189-193.
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