title: ÐÐ±ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ ÐºÐ°ÑÐºÐ°ÑÐ¾Ð¼
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: Public high-rise building with reinforced concrete
Creators: name: ÐÐ³Ð¾ÑÐ¾Ð²Ð°, ÐÐ»ÑÐ³Ð°
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: ÑÐºÐ¾ÑÐ¾ÑÑÐ½Ð¾Ð¹ Ð½Ð°Ð¿Ð¾Ñ
Ð°ÑÑÐ¾Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ðµ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÑ
Ð²ÐµÑÑÐ¾Ð²ÑÐµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ
ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð°Ñ Ð°ÑÑÐ¾Ð´Ð¸Ð½Ð°Ð¼Ð¸ÐºÐ°
speed pressure
aerodynamic coefficients
wind effects
construction aerodynamics

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ±ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ ÐºÐ°ÑÐºÐ°ÑÐ¾Ð¼Â». ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð², Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð½ÑÑ Ð² Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐµ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÑ Ð Ð¾ÑÑÐ¸Ð¹ÑÐºÐ¾Ð¹ Ð¤ÐµÐ´ÐµÑÐ°ÑÐ¸Ð¸, Ð¸ ÐÐ²ÑÐ¾Ð¿ÐµÐ¹ÑÐºÐ¾Ð³Ð¾ ÑÐ¾ÑÐ·Ð°, Ð¸Ñ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾ Ð½Ð¸Ð¼. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. Ð¡Ð¾Ð·Ð´Ð°Ð½Ð¸Ðµ ÑÐ½Ð¸Ð²ÐµÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð·Ð´Ð°Ð½Ð¸Ñ 2. Ð Ð°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð¸Ðµ Ð¼ÐµÑÐ¾Ð´Ð¸Ðº ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾ Ð¡Ð 20.13330.2016, Ð¡ÐÐ¸Ð 2.01.07.-85 Ð¸ EN 1991-1- 4:2005 Ð¸ Ð¸Ñ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ 3. Ð¡Ð¾Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð¸Ðµ ÑÑÐ¸ÑÑÐ²Ð°ÐµÐ¼ÑÑ ÑÐ°ÐºÑÐ¾ÑÐ¾Ð², ÑÐ°ÑÑÐµÑÐ½ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¸ ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²ÐµÐ½Ð½Ð¾ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸Ð¹, Ð¿ÑÐµÐ´ÑÑÐ²Ð»ÑÐµÐ¼ÑÑ Ðº Ð·Ð´Ð°Ð½Ð¸ÑÐ¼ Ð¿Ð¾ ÑÐ¿Ð¾Ð¼ÑÐ½ÑÑÑÐ¼ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼. ÐÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¼ÐµÑÐ¾Ð´Ð¾Ð², Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð½ÑÑ Ð² Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐµ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÑ Ð Ð¾ÑÑÐ¸Ð¹ÑÐºÐ¾Ð¹ Ð¤ÐµÐ´ÐµÑÐ°ÑÐ¸Ð¸ Ð¸ ÐÐ²ÑÐ¾Ð¿ÐµÐ¹ÑÐºÐ¾Ð³Ð¾ ÑÐ¾ÑÐ·Ð°. Ð¡Ð¾Ð·Ð´Ð°Ð½Ð° ÑÐ°ÑÑÐµÑÐ½Ð°Ñ ÑÑÐµÐ¼Ð°, ÑÑÐ¿ÐµÑÐ½Ð° Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð½Ð°Ñ Ð² Ð¿ÑÐµÐ´ÐµÐ»Ð°Ñ Ð²ÑÐµÑ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ Ð±Ð°Ð·. ÐÐ¾Ð»ÑÑÐµÐ½Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð¾, ÑÑÐ¾ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾ Ð¡Ð Ð·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½Ð¾ Ð°ÐºÑÑÐ°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð»Ð°ÑÑ Ð² ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ð¸ Ñ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¾Ð¹ Ð¡ÐÐ¸Ð, Ð¿Ð¾Ð²ÑÑÐ¸Ð»Ð°ÑÑ ÑÐ¾ÑÐ½Ð¾ÑÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð², Ð² Ð¾ÑÐ½Ð¾Ð²Ð½Ð¾Ð¼ Ð·Ð° ÑÑÐµÑ ÑÐ²ÐµÐ»Ð¸ÑÐµÐ½Ð¸Ñ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð° ÑÐ°ÑÑÐµÑÐ½ÑÑ Ð·Ð¾Ð½. ÐÐµÑÐ¼Ð¾ÑÑÑ Ð½Ð° ÑÐ´Ð¾Ð±ÑÑÐ²Ð¾ Ð¡ÐÐ¸Ð Ð¸ Ð¡Ð, Ð² Ð²Ð¸Ð´Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ°Ð±Ð»Ð¸Ñ Ð·Ð°ÑÐ°Ð½ÐµÐµ ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ð½ÑÑ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ¾Ð², Ð¾Ð½Ð¸ Ð´Ð°ÑÑ Ð¼ÐµÐ½ÐµÐµ ÑÐ¾ÑÐ½ÑÐ¹ ÑÐµÐ·ÑÐ»ÑÑÐ°Ñ, ÑÐµÐ¼ EN, Ð² ÐºÐ¾ÑÐ¾ÑÐ¾Ð¼ Ð¿ÑÐµÐ¾Ð±Ð»Ð°Ð´Ð°ÐµÑ ÑÐ¿ÐµÑÐ¸ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ Ð´Ð»Ñ ÐºÐ°Ð¶Ð´Ð¾Ð¹ Ð¾ÑÐ´ÐµÐ»ÑÐ½Ð¾ Ð²Ð·ÑÑÐ¾Ð¹ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¹ ÑÑÐµÐ¼Ñ, ÑÑÐ¾ Ð¿Ð¾Ð²ÑÑÐ°ÐµÑ ÑÐ¾ÑÐ½Ð¾ÑÑÑ Ð²ÑÑÐ¸ÑÐ»ÐµÐ½Ð¸Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸. ÐÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ð¸ EN ÑÑÐ¸ÑÑÐ²Ð°ÐµÑÑÑ Ð²Ð»Ð¸ÑÐ½Ð¸Ðµ ÑÑÑÐ±ÑÐ»ÐµÐ½ÑÐ½Ð¾ÑÑÐ¸, ÑÑÐ¾ Ð´Ð°ÑÑ Ð±Ð¾Ð»ÐµÐµ ÐºÐ¾ÑÑÐµÐºÑÐ½ÑÐ¹ ÑÐµÐ·ÑÐ»ÑÑÐ°Ñ ÑÐ°ÑÑÐµÑÐ° Ð²ÐµÑÑÐ¾Ð²Ð¾Ð³Ð¾ ÑÑÐ¸Ð»Ð¸Ñ. ÐÑÐ¸Ð½Ð¸Ð¼Ð°Ñ Ð²Ð¾ Ð²Ð½Ð¸Ð¼Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ, Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð° Ð¸ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐºÐ¸ ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð½Ð° Ð´Ð°Ð½Ð½ÑÐ¹ Ð¼Ð¾Ð¼ÐµÐ½Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð², Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÑÑÑÑÑ Ð¿ÑÑÐ¸ Ð°ÐºÑÑÐ°Ð»Ð¸Ð·Ð°ÑÐ¸Ð¸ ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½Ð¾Ð¹ ÑÐ¾ÑÑÐ¸Ð¹ÑÐºÐ¾Ð¹ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð±Ð°Ð·Ñ.
description: The subject of the graduate qualification work is analysis of the methods laid down in the regulatory documents of the Russian Federation and the European Union, their comparison and comparison of the calculation results for them. The research set the following goals: 1. Creation of a pervasive building model 2. Consideration of calculation procedures for SP 20.13330.2016, SNiP 2.01.07.-85 Ð¸ EN 1991-1-4:2005 and their comparison. The methods laid down in the regulatory documents of the Russian Federation and the European Union were analyzed. A settlement scheme has been created, successfully applied within all normative bases. The results of wind load calculations are obtained. The calculation procedure for the SP was significantly updated in comparison with the SNiP technique, the accuracy of calculations increased, mainly due to the increase in the number of calculation zones. Despite the convenience of SNiP and SP, in view of the use of tables of precalculated coefficients, they give a less accurate result than EN, in which the specific calculation for each individual calculation scheme prevails, which increases the accuracy of wind load calculation. Using EN, the influence of turbulence is taken into account, which gives a more correct result of wind force calculation. Taking into account the obtained results, the advantages and disadvantages of the currently existing methods, the ways of updating the modern Russian regulatory framework are determined.