title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 138 Ð¼ Ñ Ð²ÑÑÑÑÐ¿Ð°ÑÑÐ¸Ð¼Ð¸ ÑÐ°ÑÐ°Ð´Ð½ÑÐ¼Ð¸ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ°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: The business-center building with a height of 138 meters with protruding facade elements
Creators: name: Ð§ÐµÑÐ²Ð¾Ð½ÐµÐ½ÐºÐ¾, ÐÐ°Ð½Ð¸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: ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
ÑÐ°ÑÐ°Ð´Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
Ð²ÐµÑÑÐ¾Ð²Ð°Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°
CFT-Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
unique building
business center
facade structures
wind load
CFT modeling

description: Ð¦ÐµÐ»ÑÑ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¾ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ¿ÐµÑÐ¸ÑÐ¸ÐºÐ¸ ÑÐ°Ð±Ð¾ÑÑ Ð²ÑÑÑÑÐ¿Ð°ÑÑÐ¸Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð², Ð²ÐºÐ»ÑÑÐµÐ½Ð½ÑÑ Ð² ÑÐ¾ÑÑÐ°Ð² Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ, Ð¿Ð¾Ð´ Ð²Ð»Ð¸ÑÐ½Ð¸ÐµÐ¼ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸. 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Ð½Ð°Ð»Ð¸Ð· Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¿Ð¾ Ð²ÑÐ´ÐµÐ»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ¼Ðµ Ñ ÑÐµÐ»ÑÑ Ð¾Ð·Ð½Ð°ÐºÐ¾Ð¼Ð»ÐµÐ½Ð¸Ñ Ñ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼Ð¸ Ðº ÑÐ°ÑÑÐµÑÑ Ð²ÑÑÑÑÐ¿Ð°ÑÑÐ¸Ñ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð½Ð° Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸; 2. ÐÐ½Ð°Ð»Ð¸Ð· ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ (Ð½Ð°ÑÑÐ½ÑÐµ ÑÑÐ°ÑÑÐ¸) Ð¿Ð¾ Ð²ÑÐ´ÐµÐ»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ¼Ðµ Ñ ÑÐµÐ»ÑÑ ÑÐ°ÑÑÐ¸ÑÐµÐ½Ð¸Ñ ÑÐµÐ¾ÑÐµÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð·Ð½Ð°Ð½Ð¸Ð¹ Ð¿Ð¾ Ð²ÑÐ±ÑÐ°Ð½Ð½Ð¾Ð¹ ÑÐµÐ¼Ðµ; 3. Ð Ð°ÑÑÐµÑ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ð° ÑÐ°ÑÐ°Ð´ Ñ Ð²ÑÑÑÑÐ¿Ð°ÑÑÐ¸Ð¼Ð¸ ÑÐ°ÑÐ°Ð´Ð½ÑÐ¼Ð¸ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ°Ð¼Ð¸ ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ Ð¡Ð 20.13330.2016; 4. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð¼Ð°ÑÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð½Ð° ÑÐ°ÑÐ°Ð´ Ñ Ð²ÑÑÑÑÐ¿Ð°ÑÑÐ¸Ð¼Ð¸ ÑÐ°ÑÐ°Ð´Ð½ÑÐ¼Ð¸ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ°Ð¼Ð¸; 5. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð², Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐ°ÑÑÐµÑÐ¾Ð². Ð ÑÐ°Ð¼ÐºÐ°Ñ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ ÑÐ±Ð¾Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð¿Ð¾ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐµ, Ð¸Ð·Ð»Ð¾Ð¶ÐµÐ½Ð½Ð¾Ð¹ Ð² Ð¡Ð 20.13330.2016, Ð° ÑÐ°ÐºÐ¶Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÐµÐµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð½Ð° Ð·Ð´Ð°Ð½Ð¸Ðµ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ Ð¼Ð¾Ð´ÑÐ»Ðµ Ansys CFX. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð±ÑÐ»Ð° Ð²ÑÑÐ²Ð»ÐµÐ½Ð° Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÑ Ð¾ÑÐ´ÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð¸Ñ Ð²ÑÑÑÑÐ¿Ð°ÑÑÐ¸Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¿ÑÐ¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ð¸ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð½Ð° ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¾ÑÐ¾Ð±ÑÐ°Ð¶ÐµÐ½Ñ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½ÑÐµ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð»Ð°Ð¼ÐµÐ»ÐµÐ¹ Ð½Ð° Ð¾Ð±ÑÑÑ ÐºÐ°ÑÑÐ¸Ð½Ñ ÑÐ°ÑÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ Ð²Ð±Ð»Ð¸Ð·Ð¸ Ð·Ð´Ð°Ð½Ð¸Ñ.
description: The purpose of the final qualification work is to substantiate the specifics of the work of the protruding elements included in the hinged facade system under the wind loading effects. Objectives that were solved during the research: 1. Analysis of regulatory documentation on the selected topic in order to familiarize with the requirements for the calculation of protruding facade elements for the impact of wind load. 2. Analysis of technical literature (scientific articles) on the selected topic in order to expand theoretical knowledge on the selected topic. 3. Calculation of the wind load on the facade with protruding facade elements according to SP 20.13330.2016. 4. Carrying out mathematical modeling of the impact of wind load on the facade with protruding facade elements. 5. Comparative analysis of the results obtained during the calculations. As part of the work, the wind load was collected according to the methodology set out in SP 20.13330.2016, and numerical modeling of its impact on the building was performed in the Ansys CFX software module. Based on the results of the calculations, the need for a separate consideration of the protruding facade elements was identified when determining the wind load effects on the facade structure, and the possible effects of lamellae on the overall picture of wind pressure distribution near the building were displayed.