https://rep.bntu.by/handle/data/125133 Fri, 10 Apr 2026 18:31:38 GMT 2026-04-10T18:31:38Z https://rep.bntu.by/handle/data/125744 Взаимодействие с внешними API на примере приложения виртуального робота для сервиса Telegram Давидовская, М. И.; Шиловский, С. В. The use of external APIs is studied by the example of the implementation of a virtual robot for the Telegram service. The example shows the integration of external APIs into application and connection to it, as well as simplicity and ease of use. Sat, 01 Jan 2022 00:00:00 GMT https://rep.bntu.by/handle/data/125744 2022-01-01T00:00:00Z https://rep.bntu.by/handle/data/125745 Адаптация западных компаний в Китае Джумалиева, А. Д. In the context of large-scale internationalization, the advertising message is borrowed from a different sociocultural environment. In this case its perception is complicated due to the national and cultural peculiarities of non-verbal information by people from different countries. For this reason, there is a need to adapt the company's products to the peculiarities of consumers of foreign-language advertising. Sat, 01 Jan 2022 00:00:00 GMT https://rep.bntu.by/handle/data/125745 2022-01-01T00:00:00Z https://rep.bntu.by/handle/data/125742 Формирование синонимичной cемантики китайских логограмм как отражение картины мира китайцев Гольдин, А. М. The article is dedicated to the analysis of ways and principles of Chinese logograms formation as well as the source of their synonymous semantics. Sat, 01 Jan 2022 00:00:00 GMT https://rep.bntu.by/handle/data/125742 2022-01-01T00:00:00Z https://rep.bntu.by/handle/data/125746 Виртуальные испытания двойной несущей системы Пизанской башни Довнар, С. С.; Лапука, А. Д.; Шведова, Д. Н.; Маненок, А. В. FEA simulation of the double load-bearing system (LBS) for Pisa Tower is provided. Cylindrical trunk (T-LBS) is surrounded by 6-stage column system (C-LBS) in the telescopic manner. T-LBS is found out as the main object to bear the tower’s weight. Trunk is rigid and low-stressed. CLBS is partially (about 44 % of mass) hanging on the trunk by pliable cornices. Slender C-LBS is over-stressed in the bottom colonnade (up to 4.5 MPa in the initial upright position). Column’s stress field inspection and column length tuning are recommended for the bottom colonnade of the Tower to prevent local fracture. Sat, 01 Jan 2022 00:00:00 GMT https://rep.bntu.by/handle/data/125746 2022-01-01T00:00:00Z