Жесткость вертикальных шпоночных соединений крупнопанельных зданий до появления трещин

Жесткость вертикальных шпоночных соединений крупнопанельных зданий до появления трещин

Автор: Рыбаков В.А., Цветкова А.А.

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 3 (112), 2024 года.

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Объектом исследования являются линейные жесткости вертикальных шпоночных соединений стеновых панелей многоэтажных зданий до момента образования трещин. Целью данной работы является предложение и обоснование методики расчета линейных жесткостей двухузловых специальных конечных элементов, используемых для моделирования вертикальных соединений в расчетных программах.

Крупнопанельное здание, жесткость стыка, линейная стадия, двухузловой спецэлемент

Короткий адрес: https://sciup.org/143183400

IDR: 143183400   |   DOI: 10.4123/CUBS.112.1

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