title: ÐÐ½Ð¾Ð³Ð¾ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½ÑÐ¹ ÑÐ¾ÑÐ³Ð¾Ð²ÑÐ¹ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑ Ñ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ¾Ð²Ð½ÐµÐ²Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: Multifunctional shopping complex with multi-level underground parking
Creators: name: Ð¡Ð¸Ð´Ð¾ÑÐ¸Ð½, ÐÑÑÐµÐ¼
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: 2020
Subjects: Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½ÑÐ¹ ÑÐ¾ÑÐ³Ð¾Ð²ÑÐ¹ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑ
Ð¿ÑÐ¾Ð³ÑÐµÑÑÐ¸ÑÑÑÑÐµÐµ Ð¾Ð±ÑÑÑÐµÐ½Ð¸Ðµ
Ð»Ð¾ÐºÐ°Ð»ÑÐ½Ð¾Ðµ ÑÐ°Ð·ÑÑÑÐµÐ½Ð¸Ðµ
Ð°Ð²Ð°ÑÐ¸Ð¹Ð½ÑÐµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ
Ð¼ÐµÑÑÐ½Ð¾Ðµ ÑÑÐ¸Ð»ÐµÐ½Ð¸Ðµ
ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
multifunctional trade complex
progressing destruction
local destruction
emergency impact
local strengthening
numerical simulation

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description: In the course of the final qualifying work, a project of a multifunctional trade complex with a 
buried underground part of 15.6 m. was developed. The purpose of the work is to develop, in accordance 
with the terms of reference, the following sections: ROM, AR, KR, IOS, POS, TSP, PB, ODI, EE, SM. 
Project documentation has been developed in accordance with the Decree of the government of 
the Russian Federation of February 16, 2008No. 87 Â«On the composition of sections of project 
documentation and requirements for their content (as amended on April 28, 2020) Â».
Calculation of the building structure for progressive collapse. The reinforcement of non-working 
structural elements by additional reinforcement is made. The analysis of the stress-strain state of the 
structure taking into account the gain.
To achieve this goal, the following tasks were set:
- create a design scheme in the SCAD program;
- choose suddenly removed elements and calculate the stress-strain state of all elements of the
building;
- to reinforce the elements that are among the idle and re-calculate for the reinforced structure;
- to analyze the stress-strain state of the system under consideration with reinforced elements.
As a result of numerical modeling, a qualitative and quantitative assessment of the stability
characteristics of a structure subjected to progressive collapse was obtained, and several collapse 
scenarios were presented and compared to identify weaknesses in the building structure. Rebar was also 
selected for suddenly removed structural elements.