title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 124 Ð¼ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ
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 124 m high business center building with an underground parking lot in St. Petersburg
Creators: name: Ð ÑÑÑÑ, ÐÐ°ÑÐ¸Ð½Ð°
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: 2023
Subjects: ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ
Ð¿Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ
Ð¶ÐµÑÑÐºÐ¾Ðµ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ
Ð¼Ð°ÑÑÐ¸Ð² Ð³ÑÑÐ½ÑÐ°
construction
business center
high-rise building
stress-strain state
floor-by-floor construction
rigid base
soil mass

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description: The paper presents project documentation for the construction of a 28-storey business center building with a height of 123,9 m with an underground parking lot. The sections of the documentation were developed in accordance with Government Decree â 87 dated February 16, 2008 "On the composition of sections of project documentation and requirements for their content". The purpose of the research part of this project is to assess the magnitude of internal efforts and movements during the phased construction of the building. To achieve this goal, the following tasks were solved: â¢ review of literature and regulatory documents; â¢ calculation of internal forces in building structures, taking into account the sequence of construction on a rigid base; â¢ calculation of internal forces in building structures taking into account the sequence of construction when setting the soil mass by bed coefficients; â¢ analysis and comparison of the results obtained. The study was carried out by analyzing normative literature, modern scientific publications, design solutions of implemented objects and calculations performed. As a result of the work, the mechanism of the influence of the sequence of construction on the stress-strain state of buildings and structures was studied, and the need for the use of calculation technology considering engineering geological conditions and the sequence of construction, which provides an opportunity to improve operational safety, was proved. This decision is justified by the difference in internal forces and movements of the two calculation methods.