title: ÐÐ¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÑ ÐµÐ¼Ñ Ð±Ð¸Ð·Ð½ÐµÑ ÑÐµÐ½ÑÑÐ°, Ð²ÑÑÐ¾ÑÐ¾Ð¹ Ð±Ð¾Ð»ÐµÐµ 100 Ð¼ÐµÑÑÐ¾Ð², Ð¿ÑÐ¸ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¼ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¸
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: Design scheme optimization of the business center with a more than 100 meters height under wind pressure
Creators: name: ÐÐµÐ»ÑÐµÐ²Ð°, ÐÐºÐ°ÑÐµÑ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: 2019
Subjects: ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ
Ð²ÐµÑÑÐ¾Ð²Ð¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ
Ð²ÐµÑÑÐ¾Ð²ÑÐµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸
Ð¾ÐºÑÑÐ¶Ð°ÑÑÐ°Ñ Ð·Ð°ÑÑÑÐ¾Ð¹ÐºÐ°
ÑÐ¾Ð·Ð° Ð²ÐµÑÑÐ¾Ð²
Ð¾ÑÐ¸ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð·Ð´Ð°Ð½Ð¸Ñ
unique buildings
wind effects
wind loads
surrounding
uildings
wind roses
orientation of the building

description: Ð¡ÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ»Ð¾Ð¶Ð½Ð¾Ð¹ Ð·Ð°Ð´Ð°ÑÐµÐ¹. Ð ÑÐ¸ÑÐ»Ñ Ð²Ð¾Ð¿ÑÐ¾ÑÐ¾Ð², Ð²ÑÑÐµÐºÐ°ÑÑÐ¸Ñ Ð¸Ð· ÐºÐ»Ð¸Ð¼Ð°ÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÑÐ»Ð¾Ð²Ð¸Ð¹, Ð¿ÑÐµÐ¶Ð´Ðµ Ð²ÑÐµÐ³Ð¾ Ð¾ÑÐ½Ð¾ÑÐ¸ÑÑÑ Ð·Ð°Ð´Ð°ÑÐ° ÑÐµÐ³ÑÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð³Ð¾ ÑÐµÐ¶Ð¸Ð¼Ð°. ÐÐ»Ð¸ÑÐ½Ð¸Ðµ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð²Ð½Ð¾ÑÐ¸Ñ Ð±Ð¾Ð»ÑÑÐ¾Ð¹ Ð²ÐºÐ»Ð°Ð´ Ð¿ÑÐ¸ Ð¿ÑÐ¸Ð½ÑÑÐ¸Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹. ÐÐ½Ð¶ÐµÐ½ÐµÑÑ-ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¾ÑÑ Ð´Ð¾Ð»Ð¶Ð½Ñ Ð¿Ð¾Ð½Ð¸Ð¼Ð°ÑÑ, ÐºÐ°Ðº Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÑÐµÐ¼Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¿Ð¾Ð´Ð²ÐµÑÐ³Ð°ÐµÑÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð²Ð½ÐµÑÐ½Ð¸Ñ Ð²Ð¾Ð·Ð´ÑÑÐ½ÑÑ Ð¿Ð¾ÑÐ¾ÐºÐ¾Ð². Ð ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½Ð¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ, Ð³Ð´Ðµ Ð¿Ð¾ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·Ð½Ð¾Ð¾Ð±ÑÐ°Ð·Ð¸Ðµ ÑÐ¾ÑÐ¼ Ð·Ð´Ð°Ð½Ð¸Ð¹, Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ ÑÑÐ¸ÑÑÐ²Ð°ÑÑ Ð²Ð»Ð¸ÑÐ½Ð¸Ðµ Ð½Ð°ÑÐ¾Ð´ÑÑÐµÐ¹ÑÑ Ð²Ð¾ÐºÑÑÐ³ Ð·Ð°ÑÑÑÐ¾Ð¹ÐºÐ¸. ÐÐ¾Ð¼Ð¸Ð¼Ð¾ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ Ð¾ÑÐ¾Ð±ÐµÐ½Ð½Ð¾ÑÑÐµÐ¹, Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ ÑÐ°ÐºÐ¶Ðµ ÑÑÐ¸ÑÑÐ²Ð°ÑÑ ÐºÐ¾Ð¼ÑÐ¾ÑÑ Ð»ÑÐ´ÐµÐ¹, Ð½Ð°ÑÐ¾Ð´ÑÑÐ¸ÑÑÑ ÑÑÐ´Ð¾Ð¼ Ñ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÑÐµÐ¼ÑÐ¼ Ð·Ð´Ð°Ð½Ð¸ÐµÐ¼. ÐÐ°ÐºÐ°Ð»Ð°Ð²ÑÑÐºÐ°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¾ÑÐµÐ½ÐºÐµ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð³Ð¾ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÑÐµÐ¼Ð¾Ðµ ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ ÑÑÐµÑÐ¾Ð¼ Ð¾ÐºÑÑÐ¶Ð°ÑÑÐµÐ¹ Ð·Ð°ÑÑÑÐ¾Ð¹ÐºÐ¸ Ð¸ ÑÐ¾Ð·Ñ Ð²ÐµÑÑÐ¾Ð². ÐÐ¾Ð»ÑÑÐµÐ½Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð´Ð»Ñ Ð½ÐµÑÐºÐ¾Ð»ÑÐºÐ¸Ñ ÑÐ°ÑÑÐµÑÐ½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹. Ð¢Ð°ÐºÐ¶Ðµ Ð±ÑÐ» Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½ ÑÑÐ¾Ð²ÐµÐ½Ñ ÐºÐ¾Ð¼ÑÐ¾ÑÑÐ° Ð¿ÐµÑÐµÑÐ¾Ð´Ð¾Ð². ÐÑÑÐ²Ð»ÐµÐ½Ñ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð° Ð²ÑÐ±ÑÐ°Ð½Ð½Ð¾Ð¹ ÑÐ¾ÑÐ¼Ñ Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ°.
description: Construction of high-rise buildings and structures is a complex process. Among the issues, arising from climatic conditions is primarily the problem of wind regulation. The impact of wind effects is a major contributor to constructive solutions. Structural engineers need to understand how the projected building is exposed to external airflows. In modern civil engineering where there are different forms of buildings it is necessary to take into account the influence of the surrounding buildings. In addition to the design features, it is also necessary to take into consideration the comfort of people next to the projected building. The bachelor's thesis is devoted to the assessment of wind pressure on the projected unique building taking into account surrounding buildings and wind roses. The results of software modeling for several calculation models are obtained. The analysis of the comfort level of pedestrians was also carried out. The advantages of the chosen form of the business center building are revealed.