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<title>2019</title>
<link href="https://rep.bntu.by/handle/data/69407" rel="alternate"/>
<subtitle/>
<id>https://rep.bntu.by/handle/data/69407</id>
<updated>2026-04-05T20:52:35Z</updated>
<dc:date>2026-04-05T20:52:35Z</dc:date>
<entry>
<title>Пространственная контактная задача опирания балки на четвертьпространство</title>
<link href="https://rep.bntu.by/handle/data/73508" rel="alternate"/>
<author>
<name>Скачек, П. Д.</name>
</author>
<author>
<name>Босаков, С. В.</name>
</author>
<id>https://rep.bntu.by/handle/data/73508</id>
<updated>2020-06-09T00:35:18Z</updated>
<published>2019-01-01T00:00:00Z</published>
<summary type="text">Пространственная контактная задача опирания балки на четвертьпространство
Скачек, П. Д.; Босаков, С. В.
The article discusses the solution of the contact problem for the hinge assembly of the singlespan beam. The main goal is to determine the stress state of the beam bearing area on the walls. This solves the problem of constructing surfaces and isolines of reactive pressures in the area of direct contact of the beam and walls, determining the design span of the beam, the influence of the size of the contact zone on the maximum bending moment in the middle of the span of the beam, determining the contact area at various flexibilities, and building vertical isolines wall movements. The calculation is carried out by the B.N. Zhemochkin method, the implementation of which for this problem corresponds to the mixed method of structural mechanics. As an example, the calculation is performed on a concentrated load applied in the middle of the span of the beam.
</summary>
<dc:date>2019-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Усиление железобетонных балок пролётных строений мостов углеволокном</title>
<link href="https://rep.bntu.by/handle/data/73507" rel="alternate"/>
<author>
<name>Свистун, О. Г.</name>
</author>
<author>
<name>Ходяков, В. А.</name>
</author>
<id>https://rep.bntu.by/handle/data/73507</id>
<updated>2020-06-09T00:35:17Z</updated>
<published>2019-01-01T00:00:00Z</published>
<summary type="text">Усиление железобетонных балок пролётных строений мостов углеволокном
Свистун, О. Г.; Ходяков, В. А.
The technology of applying the technology of strengthening bridge spans using carbon fiber is considered. An example of reinforcing a structure using this technology in the territory of the Republic of Belarus is given.
</summary>
<dc:date>2019-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Беларусь и Китай: горизонты туристического бизнеса</title>
<link href="https://rep.bntu.by/handle/data/73513" rel="alternate"/>
<author>
<name>Белодед, А. А.</name>
</author>
<author>
<name>Ковалёва, А. Д.</name>
</author>
<author>
<name>Кунцевич, З. Н.</name>
</author>
<id>https://rep.bntu.by/handle/data/73513</id>
<updated>2020-06-09T00:35:24Z</updated>
<published>2019-01-01T00:00:00Z</published>
<summary type="text">Беларусь и Китай: горизонты туристического бизнеса
Белодед, А. А.; Ковалёва, А. Д.; Кунцевич, З. Н.
This work investigates the problem of development of excursion and tourist potential of the Republic of Belarus and China. The study is based on a survey of respondentsstudents of the College of Humanities and Linguistics of MSLU. Proposals are made on the main directions of development of excursion and tourist potential of the two States.
</summary>
<dc:date>2019-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Трудовая миграция в условиях развития белорусско-китайских отношений: прогноз и перспективы</title>
<link href="https://rep.bntu.by/handle/data/73514" rel="alternate"/>
<author>
<name>Богданова, Е. В.</name>
</author>
<id>https://rep.bntu.by/handle/data/73514</id>
<updated>2020-06-09T00:35:25Z</updated>
<published>2019-01-01T00:00:00Z</published>
<summary type="text">Трудовая миграция в условиях развития белорусско-китайских отношений: прогноз и перспективы
Богданова, Е. В.
</summary>
<dc:date>2019-01-01T00:00:00Z</dc:date>
</entry>
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