title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð³Ð¾ÑÑÐ¸Ð½Ð¸ÑÑ Ñ Ð¸Ð·Ð¼ÐµÐ½ÑÑÑÐµÐ¹ÑÑ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÐµÐ¹ ÑÐ°ÑÐ°Ð´Ð¾Ð²
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: High-rise hotel building with changing geometry of facades
Creators: name: ÐÐ¾Ð²Ð¸ÐºÐ¾Ð², Ð­Ð´ÑÐ°ÑÐ´
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: Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½ÑÐµ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ²Ð¾Ð¹ÑÑÐ²Ð° Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð²
Ð»Ð¸Ð½ÐµÐ¹Ð½ÑÐµ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ²Ð¾Ð¹ÑÑÐ²Ð° Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð²
Ð¸Ð·Ð¼ÐµÐ½ÑÐµÐ¼Ð°Ñ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ
Ð¸Ð½Ð²ÐµÑÑÐ¸ÑÐ¸Ð¾Ð½Ð½Ð°Ñ Ð¿ÑÐ¸Ð²Ð»ÐµÐºÐ°ÑÐµÐ»ÑÐ½Ð¾ÑÑÑ
Ð³Ð¾ÑÑÐ¸Ð½Ð¸ÑÐ°
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð¸Ð·Ð¼ÐµÐ½ÑÐµÐ¼Ð¾Ðµ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸Ñ ÑÐ°ÑÐ°Ð´Ð¾Ð²
nonlinear physical properties of materials
linear physical properties of materials
variable geometry of the roof structure
investment attractiveness
hotel
high-rise building
variable geometry of facades

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description: In the diploma project, a 29-storey business center with a height of 110.1 meters was designed, with a two-level underground parking lot, and reinforcement for a typical floor was calculated and selected taking into account the nonlinear properties of materials and calculated for the cost of materials during the construction of a monolithic part of the building and compared with an analogous building with an unchanging geometry of floors. In the course of the work, such tasks as: 1. Analysis of the literature on the research topic; 2. To form a model of the building in the software package (PC) "SCAD", application of loads, creation of calculated combinations of forces (DCS) and calculated combinations of loads (RSN), performing linear calculation; 3. Analysis of the data obtained and selection of reinforcement; 4. Linear calculation of the overlap of a typical floor in the LIRA-CAD 2021 PC, rein- forcement selection; 5. Nonlinear calculation using the LIRA-CAD 2021 PC; 6. Analysis of the obtained data in a nonlinear formulation of the calculation. Crack opening analysis. 7. Analysis of the obtained data in a nonlinear formulation of the calculation. Crack opening analysis; 8. Comparison of the results obtained for the overlap structures with linear and nonlinear formulation of the calculation; 9. Comparison with the computational model of the immutable geometry of the floors in terms of efficiency and investment attractiveness As a result of the study, the movements along the Z axis in the spans, as a result of comparing the results of linear and nonlinear calculations, increased by 25.2% between the columns and by 26.7% between the columns and the walls, the moments in the supports decreased by an average of 6.8%, the crack opening is 0.184 mm. As a result of comparing the projected building with a building whose floor geometry is unchangeable, it was found that the consumption of steel increased by an average of 2.8%, which led to an increase in the estimated cost by 3.2% or in the monetary equivalent of 14,193,650 rubles. Thus, this constructive solution is chosen quite rationally and a slight increase in the estimated cost may mean that this architectural and constructive solution is quite economical.