Prerequisites for calculating the seismic resistance of reinforced concrete frame buildings at the elastoplastic and plastic stages of the stress-strain state
Автор: Yusupov A.R., Isoyev Y.A.
Журнал: Экономика и социум @ekonomika-socium
Рубрика: Основной раздел
Статья в выпуске: 11-1 (90), 2021 года.
Бесплатный доступ
The article discusses the issue of assessing the seismic resistance of reinforced concrete frame frame buildings at the elastoplastic and plastic stages of the stress-strain state. The transverse and longitudinal frames of the frame are presented as static indeterminate systems capable of resisting seismic influences outside the limits of elastic deformation, redistributing seismic forces between constituent elements and nodes.
Building, strength, seismic resistance, elastoplastic stage, plastic hinge, redistribution of forces, ultimate seismic resistance, operational seismic resistance.
Короткий адрес: https://sciup.org/140261219
IDR: 140261219
Список литературы Prerequisites for calculating the seismic resistance of reinforced concrete frame buildings at the elastoplastic and plastic stages of the stress-strain state
- КМК 2.01.03-95. Строительство в сейсмических районах. Госкомархитектстрой РУз – Ташкент 1996.
- КМК 2.03.01-96. Бетонные и железобетонные конструкции. Госкомархитектстрой РУз – Ташкент 1996.
- КМК 2.03.07-98. Каменные и армокаменные конструкции. Госкомархитектстрой РУз – Ташкент 1998.
