title: ÐÐµÑÐ¾ÑÑÐ½Ð¾ÑÑÐ½ÑÐ¹ Ð¿Ð¾Ð´Ñ Ð¾Ð´ Ðº ÑÑÐµÑÑ Ð²ÐµÑÑÐ¾Ð²ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ñ ÑÐµÐ»ÑÑ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð¸Ñ Ð½Ð°Ð´ÐµÐ¶Ð½Ð¾ÑÑÐ¸ Ð¶Ð¸Ð»ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹
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: Probabilistic approach to accounting for wind loads in order to increase the reliability of residential buildings
Creators: name: ÐÐµÑÑÐ´Ð¾Ð², Ð¡ÐµÑÐ³ÐµÐ¹
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: Ð²ÐµÑÑÐ¾Ð²ÑÐµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸
Ð²ÐµÑÐ¾ÑÑÐ½Ð¾ÑÑÑ
ÑÑÐ°ÑÐ¸ÑÑÐ¸ÑÐµÑÐºÐ¸Ðµ Ð¼ÐµÑÐ¾Ð´Ñ
Ð¶Ð¸Ð»ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ
wind loads
probability
statistics methods
residential
buildings.

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Ð²ÐµÑÐ¾ÑÑÐ½Ð¾ÑÑÐ½ÑÐ¹ Ð¿Ð¾Ð´ÑÐ¾Ð´ Ðº ÑÑÐµÑÑ Ð²ÐµÑÑÐ¾Ð²ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ñ ÑÐµÐ»ÑÑ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð¸Ñ Ð½Ð°Ð´ÐµÐ¶Ð½Ð¾ÑÑÐ¸ Ð¶Ð¸Ð»ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸Ð·ÑÑÐµÐ½Ð¸Ñ Ð½Ð¾Ð²ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² ÑÑÑÑÐ° Ð²ÐµÑÑÐ¾Ð²ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð´Ð»Ñ Ð¿ÑÐµÐ´Ð¾ÑÐ²ÑÐ°ÑÐµÐ½Ð¸Ñ ÑÐ»ÑÑÐ°ÐµÐ² ÑÐ°Ð·ÑÑÑÐµÐ½Ð¸Ñ ÑÑÐ°Ð³Ð¼ÐµÐ½ÑÐ¾Ð² ÑÐ°ÑÐ°Ð´Ð¾Ð² Ð¾Ñ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð²ÐµÑÑÐ°. Ð¦ÐµÐ»ÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ Ð¼Ð¾Ð´ÐµÑÐ½Ð¸Ð·Ð°ÑÐ¸Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð² ÑÑÑÑÐ° Ð²ÐµÑÑÐ¾Ð²ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¸ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹ Ð´Ð»Ñ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð¸Ñ Ð½Ð°Ð´ÑÐ¶Ð½Ð¾ÑÑÐ¸ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼. Ð ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐµÑÐ°Ð»Ð¸ÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÑÐ¾Ð²ÐµÑÑÐ¸ Ð¾Ð±Ð·Ð¾Ñ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð½Ð°ÑÑÐ½Ð¾Ð¹ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ Ð² ÑÑÐµÑÐµ ÑÑÑÑÐ° Ð²ÐµÑÑÐ¾Ð²ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð·Ð´Ð°Ð½Ð¸Ð¹. 2. ÐÑÑÐ²Ð¸ÑÑ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐºÐ¸ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð² Ð½Ð°ÑÑÐ¾ÑÑÐ¸Ð¹ Ð¼Ð¾Ð¼ÐµÐ½Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð² ÑÑÑÑÐ° Ð²ÐµÑÑÐ¾Ð²ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. 3. ÐÐ±Ð¾ÑÐ½Ð¾Ð²Ð°ÑÑ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð²ÐµÑÐ¾ÑÑÐ½Ð¾ÑÑÐ½Ð¾Ð³Ð¾ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð° Ð´Ð»Ñ ÑÑÑÑÐ° Ð²ÐµÑÑÐ¾Ð²ÑÑ Ð´Ð°Ð½Ð½ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð¶Ð¸Ð»ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹. 4. ÐÑÐ¾Ð¸Ð·Ð²ÐµÑÑÐ¸ Ð²ÑÑÐ¸ÑÐ»ÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð´Ð°Ð½Ð½Ð¾Ð¼Ñ Ð¼ÐµÑÐ¾Ð´Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD Ð¸ Ð¿ÑÐ¾Ð²ÐµÑÑÐ¸ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð². Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÑÐ½ ÑÑÐ°ÑÐ¸ÑÑÐ¸ÑÐµÑÐºÐ¸Ð¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð´Ð°Ð½Ð½ÑÑ Ð¾ ÑÐºÐ¾ÑÐ¾ÑÑÐ¸ Ð²ÐµÑÑÐ° Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ Ð·Ð° 1969-2019 Ð³Ð¾Ð´Ð°. ÐÐ°Ð½Ð½ÑÐµ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² ÑÐµÐ¾ÑÐ¸Ð¸ Ð²ÐµÑÐ¾ÑÑÐ½Ð¾ÑÑÐ¸. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð²ÐµÑÐ¾ÑÑÐ½Ð¾ÑÑÐ½Ð¾Ð³Ð¾ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð° Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ ÑÐºÐ¾ÑÐ¾ÑÑÐµÐ¹ Ð²ÐµÑÑÐ°, Ð¿ÑÐµÐ²ÑÑÐ°ÐµÐ¼ÑÐµ Ð½Ðµ ÑÐ°ÑÐµ ÑÐµÐ¼ ÑÐ°Ð· Ð² 50 Ð»ÐµÑ. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ ÑÐ¸Ð»Ð¾Ð²ÑÑ ÑÐ°ÐºÑÐ¾ÑÐ¾Ð² Ð¸ Ð²Ð½ÑÑÑÐµÐ½Ð½Ð¸Ñ ÑÑÐ¸Ð»Ð¸Ð¹, Ð²Ð¾Ð·Ð½Ð¸ÐºÐ°ÑÑÐ¸Ñ Ð² ÑÑÐµÐ½Ð¾Ð²ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÑ Ð¾Ñ Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½Ð½Ð¾Ð¹ Ð¿Ð¾ Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ð¼ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¼ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼ Ð¸ Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ Ð²ÐµÑÐ¾ÑÑÐ½Ð¾ÑÑÐ½Ð¾Ð³Ð¾ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð°.
description: The object of the study is probabilistic method of wind loads calculations to improve sustainability of residential buildings. This study is dedicated to researching new methods of wind loads calculations in order to avoid a faÃ§ade system deconstruction from wind loads. The aim of the study is modernization of methods wind load calculations to improve sustainability of faÃ§ade systems. During the study next tasks were done: 1. To make a review and analysis of scientific publications about wind loads calculations. 2. To find out disadvantages of current methods of wind loads calculations. 3. To justify a possibility of probabilistic method for wind loads calculations during design of residential buildings. 4. To make a calculations of this method using SCAD and to make an analysis. During the study statistics analysis of wind speeds in Saint-Petersburg from 1969 to 2019 was carried out. A data of maximum wind speeds was analyzed by probability theory methods. Using of probabilistic method, a maximum of 50 years value of wind speed was found out. Analysis of internal forces in curtain walls from wind loads, calculated by current documents, and ones calculated by probabilistic method had been done.