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Расчет Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑ‚Ð¾Ð½Ð½Ñ‹Ñ ÑÐ²Ð°Ð¹ бизнес-центра на устойчивость

бакалаврская работа

Расчет Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑ‚Ð¾Ð½Ð½Ñ‹Ñ ÑÐ²Ð°Ð¹ бизнес-центра на устойчивость

Abstract

Ð’ бакалаврской квалификационной выпускной работе спроектирован бизнес-центр на Ð±ÑƒÑ€Ð¾Ð½Ð°Ð±Ð¸Ð²Ð½Ñ‹Ñ ÑÐ²Ð°ÑÑ , а также произведен расчет сваи на устойчивость. Показан вывод и решение дифференциального уравнения, описывающего изогнутую ось сваи при воздействии продольной сжимающей силы. Представлено выражение, связывающее критическую силу с геометрическими и Ð¼ÐµÑ Ð°Ð½Ð¸Ñ‡ÐµÑÐºÐ¸Ð¼Ð¸ параметрами сваи. Произведено сравнение критической силы с нагрузкой, воспринимаемой сваей спроектированного бизнес-центра.

Keywords

устойчивость сваи, критическая сила, проектирование, Ð¼ÐµÑ Ð°Ð½Ð¸Ñ‡ÐµÑÐºÐ¸Ðµ параметры

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selected citations
These citations are derived from selected sources.
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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