title: Ð¡Ð¿ÐµÑÐ¸ÑÐ¸ÐºÐ° ÑÐ°ÑÑÑÑÐ° Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð´Ð»Ñ ÑÐ»Ð¾Ð¶Ð½ÑÑ Ð°ÑÑ Ð¸ÑÐµÐºÑÑÑÐ½ÑÑ ÑÐ¾ÑÐ¼
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Specific of calculation of wind load for complex architectural forms
Creators: name: ÐÑÑÐºÐ¾Ð², 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: 2019
Subjects: ÐÐ´Ð°Ð½Ð¸Ñ Ð¸ Ð¿Ð¾ÑÑÑÐ¾Ð¹ÐºÐ¸
ÐÐ´Ð°Ð½Ð¸Ñ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ°Ð¶Ð½ÑÐµ
ÐÑÑÐ¾Ð´Ð¸Ð½Ð°Ð¼Ð¸ÐºÐ°
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ
ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð°Ñ Ð°ÑÑÐ¾Ð´Ð¸Ð½Ð°Ð¼Ð¸ÐºÐ°
Ð°ÑÑÐ¾Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¹ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½Ñ
ÑÐ»Ð¾Ð¶Ð½ÑÐµ Ð°ÑÑ Ð¸ÑÐµÐºÑÑÑÐ½ÑÐµ ÑÐ¾ÑÐ¼Ñ

description: ÐÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ ÐºÐ°Ðº Ð² Ð·Ð°ÑÑÐ±ÐµÐ¶Ð½ÑÑ ÑÑÑÐ°Ð½Ð°Ñ, ÑÐ°Ðº Ð¸ Ð² Ð Ð¾ÑÑÐ¸Ð¸ Ð¿ÑÐ¸Ð¾Ð±ÑÐµÑÐ°ÑÑ Ð²ÑÑ Ð±Ð¾Ð»ÐµÐµ ÑÐ»Ð¾Ð¶Ð½ÑÐµ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾ÑÐ¼Ñ, ÑÑÐ¾ Ð¿ÑÐ¸Ð²Ð¾Ð´Ð¸Ñ Ðº Ð·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½ÑÐ¼ ÑÐ»Ð¾Ð¶Ð½Ð¾ÑÑÑÐ¼ Ð¿ÑÐ¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ð¸ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð½Ð° Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ. ÐÐ»Ñ ÐºÐ¾ÑÑÐµÐºÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð¾Ð´Ð½Ð¾Ð·Ð½Ð°ÑÐ½Ð¾Ð³Ð¾ Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹ ÑÑÐµÐ±ÑÐµÑÑÑ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð½Ð°ÑÑÑÐ½ÑÑ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð² Ð°ÑÑÐ¾Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¹ ÑÑÑÐ±Ðµ, ÑÑÐ¾ ÑÐ²ÑÐ·Ð°Ð½Ð¾ ÑÐ¾ Ð·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½ÑÐ¼Ð¸ ÑÐ¸Ð½Ð°Ð½ÑÐ¾Ð²ÑÐ¼Ð¸ Ð²Ð»Ð¾Ð¶ÐµÐ½Ð¸ÑÐ¼Ð¸. ÐÐ¾ ÑÑÐ¾Ð¹ Ð¿ÑÐ¸ÑÐ¸Ð½Ðµ ÑÑÐµÑ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ ÑÑÐµÐ±ÑÐµÑ Ð±Ð¾Ð»ÐµÐµ Ð²Ð½Ð¸Ð¼Ð°ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾ÑÐµÐ½Ð¸Ñ. ÐÑÐ¸ ÑÑÐ¾Ð¼, Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ¹ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¸ ÑÐ°ÑÑÐµÑ Ð¿Ð¸ÐºÐ¾Ð²Ð¾Ð¹ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð´Ð»Ñ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ Ð·Ð´Ð°Ð½Ð¸Ð¹, Ð¸Ð¼ÐµÑÑÐ¸Ñ Ð² Ð¿Ð»Ð°Ð½Ðµ ÑÐ»Ð¾Ð¶Ð½ÑÑ Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÑ ÑÐ¾ÑÐ¼Ñ. Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¾ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¾, ÑÑÐ¾ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¿ÐµÑÑÐ¿ÐµÐºÑÐ¸Ð²Ð½ÑÐ¼Ð¸ Ð¸ ÑÐ´Ð¾Ð±Ð½ÑÐ¼Ð¸ ÑÑÐµÐ´ÑÑÐ²Ð°Ð¼Ð¸ Ð´Ð»Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ ÑÐ²Ð»ÑÐµÑÑÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ²ÑÐ·ÐºÐ¸ ÑÐ°ÐºÐ¸Ñ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ¾Ð² ÐºÐ°Ðº Autodesk Revit Structure Ð¸ SOFiSTiK, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð¾ÑÐ»Ð¸ÑÐ°ÑÑÑÑ ÑÐ¸ÑÐ¾ÐºÐ¸Ð¼ ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»Ð¾Ð¼, ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐ¾Ð¹ Ð¸ ÑÐ¾ÑÐ¾ÑÐ¾ Ð½Ð°Ð»Ð°Ð¶ÐµÐ½Ð½ÑÐ¼ Ð¼ÐµÐ¶Ð´Ñ ÑÐ¾Ð±Ð¾Ð¹ Ð´Ð²ÑÑÑÐ¾ÑÐ¾Ð½Ð½Ð¸Ð¼ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½ÑÐ¼ Ð²Ð·Ð°Ð¸Ð¼Ð¾Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼. ÐÑÐ»Ð¾ Ð¿ÑÐ¸Ð½ÑÑÐ¾ ÑÐµÑÐµÐ½Ð¸Ðµ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°ÑÑ ÑÐ²ÑÐ·ÐºÐ¸ ÑÑÐ¸Ñ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÑ Ð¿ÑÐ¾Ð´ÑÐºÑÐ¾Ð² Ð´Ð»Ñ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð½ÐµÑÑÐ°ÑÐ¸Ð¾Ð½Ð°ÑÐ½ÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹ Ð½Ð° Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ Ð½Ð° ÑÐ°ÑÐ°Ð´Ñ Ð¸ÑÑÐ»ÐµÐ´ÑÐµÐ¼ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² Ð²ÑÑÐ¸ÑÐ»Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð³Ð¸Ð´ÑÐ¾Ð³Ð°Ð·Ð¾Ð´Ð¸Ð½Ð°Ð¼Ð¸ÐºÐ¸ Ð±ÑÐ»Ð¾ Ð´Ð¾ÐºÐ°Ð·Ð°Ð½Ð¾, ÑÑÐ¾ Ð´Ð»Ñ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹, Ð¸Ð¼ÐµÑÑÐ¸Ñ ÑÐ»Ð¾Ð¶Ð½ÑÑ ÑÐ¾ÑÐ¼Ñ Ð² Ð¿Ð»Ð°Ð½Ðµ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐ¾ÑÐ½Ð¾ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¾ÑÑÑÑ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¸Ðº, Ð¸ Ð½Ðµ Ð¾Ð±ÑÐ¾Ð´Ð¸Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ½ÑÐ¹ CFD Ð°Ð½Ð°Ð»Ð¸Ð·, ÐºÐ¾ÑÐ¾ÑÑÐ¹ ÑÐµÐ°Ð»Ð¸Ð·Ð¾Ð²Ð°Ð½ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SOFiSTiK. ÐÐ¾ÑÑÑÐ¾ÐµÐ½Ñ Ð¸ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ Ð¼Ð¾Ð´ÐµÐ»Ð¸ ÑÐ»Ð¾Ð¶Ð½ÑÑ Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÑ ÑÐ¾ÑÐ¼ ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÑ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ°Ñ. Ð¡Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÐºÐ°ÑÑÑ ÑÐ°ÑÐ°Ð´Ð¾Ð² Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ ÑÐ°ÐºÐ¸Ñ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ñ ÑÐ°ÑÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸ÐµÐ¼ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð·Ð¾Ð½Ð°Ð¼. Ð¡ÐºÐ¾ÑÑÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½ Ð°ÑÑÐ¾Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¹ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½Ñ Ð² Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¾Ñ Ð·Ð¾Ð½Ñ Ð¸ ÑÐ¾ÑÐ¼Ñ Ð·Ð´Ð°Ð½Ð¸Ñ. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ ÑÐ°ÑÑÐµÑÐ° Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ðº Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¼ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼.
description: Architectural solutions both in foreign countries and in Russia acquire more and more complex geometric shapes, which leads to significant difficulties in determining the actual loads on buildings and structures. For correct and unambiguous assignment of impacts, it is necessary to conduct full-scale tests of a model of a structure in a wind tunnel, which is associated with significant financial investments. For this reason, taking into account the dynamic effects of wind load requires a more careful attitude. At the same time, on the basis of the existing regulatory documentation, the analysis and calculation of peak wind for models of buildings that have a complex architectural form in terms of them was made. In this work, it was justified that the most promising and convenient means for constructive modeling and analysis of buildings and structures is the use of bundles of software systems such as Autodesk Revit Structure and SOFiSTiK, which are distinguished by wide functionality, efficient work and well-established two-way collaborative interaction. It was decided to use bundles of these software products to analyze the influence of non-stationary impacts on buildings. According to the analysis of changes in wind pressure on the facades of the investigated buildings using computational fluid dynamics methods, it was proved that for buildings and structures that have a complex shape in terms of not using simple standard techniques, we donât bypass the complex CFD analysis implemented in the SOFiSTiK software package. Built and analyzed models of complex architectural forms of modern software systems. The maps of the facades of the models of such buildings with the distribution of wind pressure by zones are made Adjusted aerodynamic coefficient depending on the area and shape of the building. Developed recommendations for calculating wind load to regulatory documents.