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Несущая способность Ð±Ð°Ð»Ð¾Ñ‡Ð½Ñ‹Ñ ÑÐ»ÐµÐ¼ÐµÐ½Ñ‚Ð¾Ð² сборно-Ð¼Ð¾Ð½Ð¾Ð»Ð¸Ñ‚Ð½Ñ‹Ñ Ð¿ÐµÑ€ÐµÐºÑ€Ñ‹Ñ‚Ð¸Ð¹

магистерская диссертация
descriptionPublicationkeyboard_double_arrow_right Other literature type 01 Jan 2017 Russian Publisher:Санкт-Петербургский политехнический университет Петра Великого

doi: 10.18720/spbpu/2/v17-1879

Несущая способность Ð±Ð°Ð»Ð¾Ñ‡Ð½Ñ‹Ñ ÑÐ»ÐµÐ¼ÐµÐ½Ñ‚Ð¾Ð² сборно-Ð¼Ð¾Ð½Ð¾Ð»Ð¸Ñ‚Ð½Ñ‹Ñ Ð¿ÐµÑ€ÐµÐºÑ€Ñ‹Ñ‚Ð¸Ð¹

Abstract

В диссертации исследованы прочностные характеристики балочных элементов сборно-монолитных перекрытий. Выявлено влияние тонкостенного стального профиля на несущую способность тавровой балки, как фрагмента сборно-монолитного перекрытия. Проведены экспериментальные исследования, аналитический расчет и расчет балочных элементов по существующей в нашей стране методике расчета железобетонных конструкций, на основании чего предложены рекомендации по возможному совершенствованию имеющихся методик расчета, учитывающих особенность примыкания стального профиля к поверхности бетона.

Keywords

Балки, Профили стальные, Каркасы (строит.), Перекрытия

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citations
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average
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