Operation of flexible links in three-layer reinforced concrete panels.
Tokhirov Jaloliddin Ochil ugli.PhD student of Tashkent Institute of Architecture and Civil Engineering. Tashkent city. UzbekistanAkramov Khusnitdin Akhraroich.Professor, Doctor of Technical Sciences.Tashkent Institute of Architecture and Civil Engineering. Tashkent city. UzbekistanSamadov Hamid SamandarovichAssistant teacher of Tashkent institute of architecture and civil engineering. Tashkent city. Uzbekistan
ABI
Abstract
Abstract. In this study, we investigated the work of pliability of flexible bonds under shear. The task of the study was to obtain the relationship "shear force-shear compliant" and to identify the ultimate loads that can take the links. The application of flexible shear ties in three-layer wall panels has been analyzed. Four variants of panel reinforcement by flexible steel ties are considered. This will solve the problem of energy saving for the whole large-panel building.
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