title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° ÑÐ¾ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸
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: High-rise building of a business center with steel-reinforced concrete structures
Creators: name: Ð¡ÐºÐ»ÑÑÐ¾Ð², ÐÐ¸ÑÐ¸Ð»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: 2024
Subjects: Ð¾ÑÐ¸ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²
Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ
office building
business center
construction
high-rise building
unique building
steel-reinforced concrete
stress-strain state

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description: The purpose of the work: development of basic documentation for a capital construction project - a high-rise building of a business center located at the address: St. Petersburg, st. Tashkentskaya, section 1. Sections of the issued documentation are developed in accordance with the Resolution of the Government dated February 16, 2008 (with amendments as of September 15, 2023) No. 87 âOn the Composition of Sections of Project Documentation and Requirements for Their Content.â As part of the research part of this graduate qualification work, the calculation of structures made of steel-reinforced concrete was carried out according to groups 1 and 2 of limit states, an assessment of their behavior, design structural solutions and stress-strain state. Research objectives: 1. Determination of sub-calculated steel-reinforced concrete structures in the designed building as part of the graduate qualification work; 2. Determination of theoretical and design features and rules in the design and calculation of steel-reinforced concrete structures; 3. Calculation of selected steel-reinforced concrete structures for groups 1 and 2 of limit states; 4. Analysis of strength and deformation calculations; determination of conclusions based on the designed design solutions of load-bearing structures made of steel-reinforced concrete, as well as the progress of calculations of steel-reinforced concrete structures. For calculations and analysis, the following structures were designed and calculated: composite metal deck and steel tube confined concrete (STCC). Based on the results of the research work carried out, conclusions were drawn on the safety margins of steel-reinforced concrete structures, their behavior and design features, the stress-strain state was assessed, and recommendations were given on possible optimization actions in the subsequent design of steel-reinforced concrete structures.