title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¸Ð½ÑÑÐ¸ÑÑÑÐ° Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð½Ð° 32 Ð¼Ð°ÑÐ¸Ð½Ð¾-Ð¼ÐµÑÑÐ°
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: A high-rise Institute building with an underground parking lot for 32 cars
Creators: name: ÐÐ¾ÑÐºÐ°Ð»ÑÐ²Ð°, ÐÐ½Ð°ÑÑÐ°ÑÐ¸Ñ
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2022
Subjects: Ð¿ÑÐ¾Ð³ÑÐµÑÑÐ¸ÑÑÑÑÐµÐµ ÑÐ°Ð·ÑÑÑÐµÐ½Ð¸Ðµ
Ð°ÑÑÑÐ¸Ð³ÐµÑÐ½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°
Ð¶ÐµÑÑÐºÐ¸Ð¹ Ð±Ð»Ð¾Ðº
Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¹ Ð¼ÐµÑÐ¾Ð´
ÐºÐ²Ð°Ð·Ð¸ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ Ð¼ÐµÑÐ¾Ð´
progressive collapse
outtriger system
rigid block
dynamic method
quasistatic method

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description: The theme of the final qualifying work: "A high-rise Institute building with an underground parking lot for 32 cars."In this project, has been developed design documentation for the construction of a high-rise institute building with a two-level underground parking in the city of St. Petersburg in accordance with Decree of the Government of the Russian Federation of February 16, 2008, N 87 "On the composition of sections of project documentation and requirements for their content" and the terms of reference. Also, in work was carried calculation of the building for progressive collapse by various methods in order to compare them and was carried out optimal way to strengthen the structural systemIn the course of the study, the following tasks were solved:1. Exploration causes of progressive collapse;2. Research of current scientific publications on the topic of progressive collapse and methods of its prevention.3. Create a design scheme of the building.4. Compare the calculation methods for progressive collapse.5. Model the reinforcement elements of structures: outrigger and perforated rigid block.6. Formulate conclusions on the research.In the course of the work, data on the operation of the structure during progressive collapse were obtained and their analysis showed that the results vary depending on the chosen calculation method. It was decided to use an outrigger on the 13th floor of the building to strengthen the structural system.