ЧИСЛЕННОЕ МОДЕЛИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ ПЕРЕКРЫТИЙ С ПУСТОТООБРАЗОВАТЕЛЯМИ, ПРИМЕНЯЕМЫХ В СЕЙСМИЧЕСКИ АКТИВНЫХ РАЙОНАХ. ЧАСТЬ 2
ЧИСЛЕННОЕ МОДЕЛИРОВАНИЕ МОНОЛИТНЫХ ЖЕЛЕЗОБЕТОННЫХ ПЕРЕКРЫТИЙ С ПУСТОТООБРАЗОВАТЕЛЯМИ, ПРИМЕНЯЕМЫХ В СЕЙСМИЧЕСКИ АКТИВНЫХ РАЙОНАХ. ЧАСТЬ 2
DOI:
https://doi.org/10.22337/2587-9618-2025-21-4-130-145Ключевые слова:
метод конечных элементов, модальный анализ, сейсмическое воздействие, механическая безопасность, пустотообразователи, облегченные монолитные железобетонные перекрытияАннотация
В настоящей статье представлены разработанные авторами методики численного моделирования облегченных монолитных железобетонных перекрытий с пустотообразователями и сравнительный анализ различных подходов к численному моделированию зданий и сооружений, строящихся в сейсмически активных районах и имеющих в своём составе подобные облегчённые плиты перекрытий.
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