title: 25-ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð¾Ð¼ 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: 25-storey business center building with underground parking in Saint-Petersburg
Creators: name: ÐÐ°ÑÐ¿Ð¾Ð²Ð°, Ð¡Ð²ÐµÑÐ»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: 2024
Subjects: Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½Ð°Ñ ÑÐ°ÑÑÐ¾ÑÐ°
Ð¿ÑÐ»ÑÑÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ¾ÑÑÐ°Ð²Ð»ÑÑÑÐ°Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸
ÑÐ¾Ð±ÑÑÐ²ÐµÐ½Ð½Ð°Ñ ÑÐ°ÑÑÐ¾ÑÐ° ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹
business center
high-rise building
limiting frequency
pulsation component of wind load
natural oscillation frequency

description: Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ: ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ ÑÐ°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸ÐµÐ¼ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¤ Ð¾Ñ 16.02.2008 N 87 (ÑÐµÐ´. Ð¾Ñ 06.05.2023) Â«Ð ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð² Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¸ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÑ Ðº Ð¸Ñ ÑÐ¾Ð´ÐµÑÐ¶Ð°Ð½Ð¸ÑÂ» Ð¸ Ð°ÐºÑÑÐ°Ð»ÑÐ½ÑÐ¼Ð¸ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¼Ð¸ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼Ð¸. Ð ÑÐ°Ð¼ÐºÐ°Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ ÐºÐ°ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð¸ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¼ÐµÑÐ¾Ð´Ð¸Ðº ÑÐ°ÑÑÐµÑÐ° Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÐ¾ÑÑ ÑÐ¾Ð±ÑÑÐ²ÐµÐ½Ð½ÑÑ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹ Ð¿ÑÐ¸ ÑÐ°ÑÑÐµÑÐµ Ð¿ÑÐ»ÑÑÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ¾ÑÑÐ°Ð²Ð»ÑÑÑÐµÐ¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð¿Ð¾ Ð¡Ð 2011 Ð¸ Ð¡Ð 2016 Ð³Ð¾Ð´Ð¾Ð², Ð²ÑÑÐ²Ð»ÐµÐ½Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ¸Ñ Ð¸ Ð¸Ñ Ð²Ð»Ð¸ÑÐ½Ð¸Ðµ Ð½Ð° ÑÑÐ¸Ð»Ð¸Ñ Ð¸ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ñ Ð·Ð´Ð°Ð½Ð¸Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÐ°Ð·Ð´ÐµÐ»Ñ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð´Ð»Ñ 25-ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ°. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð² Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ Ð¿ÑÐ¾Ð´ÐµÐ¼Ð¾Ð½ÑÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¾, ÑÑÐ¾ Ð½Ð° Ð·Ð½Ð°ÑÐµÐ½Ð¸Ðµ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÐ¾ÑÑ Ð²Ð»Ð¸ÑÐµÑ Ð²ÑÑÐ¾ÑÐ° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ, ÑÑÐ¸ÑÑÐ²Ð°ÐµÐ¼Ð°Ñ Ð² Ð¡Ð 2016 Ð³Ð¾Ð´Ð°; Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐ°ÑÑÐµÑÐ° Ð¡Ð 2011 Ð³Ð¾Ð´Ð° ÑÑÐ¸ÑÑÐ²Ð°ÐµÑ Ð´Ð¾Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐµ 2 ÑÐ¾ÑÐ¼Ñ ÑÐ¾Ð±ÑÑÐ²ÐµÐ½Ð½ÑÑ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹, Ð²ÐºÐ»Ð°Ð´ ÐºÐ¾ÑÐ¾ÑÑÑ Ð½Ð° ÑÑÐ¼Ð¼Ð°ÑÐ½ÑÐµ ÑÑÐ¸Ð»Ð¸Ñ Ð² ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ°Ñ Ð¿ÑÐ¸ ÑÐ°ÑÑÐµÑÐµ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¹ ÑÐ¾ÑÑÐ°Ð²Ð»ÑÑÑÐµÐ¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ðµ ÑÑÑÐµÑÑÐ²ÐµÐ½ÐµÐ½; ÑÐ¿Ð¾ÑÐ¾Ð± ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾ Ð¡Ð 2011 Ð³Ð¾Ð´Ð° Ð¿Ð¾Ð´ÑÐ¾Ð´Ð¸Ñ Ð´Ð»Ñ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 160 Ð¼, Ð´Ð»Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¼ÐµÐ½ÑÑÐµÐ¹ Ð²ÑÑÐ¾ÑÑ ÑÐ²ÐµÐ»Ð¸ÑÐ¸Ð²Ð°ÐµÑÑÑ Ð·Ð°Ð¿Ð°Ñ ÑÐ°ÑÑÐµÑÐ°, Ð´Ð»Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð±Ð¾Ð»ÑÑÐµÐ¹ Ð²ÑÑÐ¾ÑÑ â Ð¿Ð¾Ð²ÑÑÐ°ÐµÑÑÑ Ð²ÐµÑÐ¾ÑÑÐ½Ð¾ÑÑÑ Ð²Ð¾Ð·Ð½Ð¸ÐºÐ½Ð¾Ð²ÐµÐ½Ð¸Ñ ÑÐ²Ð»ÐµÐ½Ð¸Ñ ÑÐµÐ·Ð¾Ð½Ð°Ð½ÑÐ° Ð¸ ÑÐ¸ÑÐº ÑÐ°Ð·ÑÑÑÐµÐ½Ð¸Ñ Ð²ÑÐµÐ¹ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¸ ÑÐ¼ÐµÐ½ÑÑÐ°ÐµÑÑÑ Ð²ÐµÐ»Ð¸ÑÐ¸Ð½Ð° Ð¿ÑÐ»ÑÑÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ¾ÑÑÐ°Ð²Ð»ÑÑÑÐµÐ¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸.
description: The goal of the work is to develop sections of project documentation for the construction of a business center in accordance with the Decree of the Government of the Russian Federation dated 16.02.2008 N 87 (ed. from 06.05.2023) "On the composition of sections of project documentation and requirements for their content" and relevant regulatory documents. As part of the research part, a qualitative and quantitative comparison of methods for calculating the limiting frequency of natural oscillations in the calculation of the wind load pulsation component according to the code of rules of 2011 and the code of rules of 2016 was carried out, the differences and their impact on the efforts and movements of the building were revealed. As a result of the qualification work, sections of the project documentation for the 25-storey business center building were developed. According to the results of calculations in the research part, it is demonstrated that the value of the limiting frequency is influenced by the height of the structure, taken into account in the code of rules of 2016; the calculation method of the code of rules of 2011 takes into account additional 2 forms of natural oscillations, which contribution to the total forces in the elements calculating the wind load dynamic component is not significant; the calculation method according to the code of rules of 2011 is suitable for 160 meters buildings, for structures of lower height, the calculation margin increases, for structures of higher height, the probability of a resonance phenomenon and the risk of destruction of the entire spatial system increases and the value of the wind load pulsation component decreases.