title: Ð¡Ð¾Ð²Ð¼ÐµÑÑÐ½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ° Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ
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: Combined action of the reinforced concrete frame of the building and hinged facade system
Creators: name: Ð¡Ð°Ð±ÑÑÐ¾Ð², 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: 2023
Subjects: ÐÐ°ÑÐºÐ°ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ
Ð¤Ð°ÑÐ°Ð´Ñ
ÐÐ°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ (Ð¼ÐµÑ .)
ÑÐ¾Ð²Ð¼ÐµÑÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ
ÑÐ°ÑÑÐµÑ Ð½Ð° ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ
Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ Ð²ÐµÐ½ÑÐ¸Ð»Ð¸ÑÑÐµÐ¼ÑÐ¹ ÑÐ°ÑÐ°Ð´
Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ
combines calculation
calculation for seismic impact
hinged ventilated fasade systems
stress and strain state of the fasade system

description: Ð Ð°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸Ð·ÑÑÐµÐ½Ð¸Ñ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ (ÐÐ¤Ð¡) Ð¸ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. Ð Ð°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÑÑÑ Ð²Ð¾Ð¿ÑÐ¾Ñ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° Ð½Ð° ÐÐÐ¡ Ð¿Ð¾Ð´ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÐÐ¤Ð¡ Ð¸ ÐµÐµ ÑÐ¾Ð±ÑÑÐ²ÐµÐ½Ð½ÑÐµ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ñ Ð¸ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ ÑÑÐµÑÐ° ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð² ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½Ð¾Ð¹ ÑÐ¾ÑÐ¼Ðµ. 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ÑÐ¾Ð²ÐµÑÑÐ¸ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð²Ð¼ÐµÑÑÐµ Ñ Ð½Ð°ÑÑÐ¶Ð½ÑÐ¼Ð¸ Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐ¸Ð¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸. 2. ÐÑÐ¾Ð²ÐµÑÑÐ¸ ÑÐ°ÑÑÐµÑ Ð½Ð° ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ Ð¸ ÑÑÐ°Ð²Ð½Ð¸ÑÑ ÐÐÐ¡ Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¸ ÑÐ¾ÑÐ¼Ñ Ð¸Ñ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹ Ð¿ÑÐ¸ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð¼ ÑÐ°ÑÑÐµÑÐµ Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼Ð¸, Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐ¼Ð¸ Ð¿ÑÐ¸ ÑÐ°Ð·Ð´ÐµÐ»ÑÐ½Ð¾Ð¼ ÑÐ°ÑÑÐµÑÐµ. 3. ÐÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¸ ÑÐ´ÐµÐ»Ð°ÑÑ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ Ð²Ð»Ð¸ÑÐ½Ð¸Ð¸ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° Ð½Ð° Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ. 4. ÐÑÐ¾Ð²ÐµÑÑÐ¸ Ð½Ð¾Ð²ÑÐµ ÑÐ°ÑÑÐµÑÑ Ñ Ð´ÑÑÐ³Ð¸Ð¼Ð¸ ÐºÐ¾Ð½ÑÐ¸Ð³ÑÑÐ°ÑÐ¸ÑÐ¼Ð¸ ÐºÐ°ÑÐºÐ°ÑÐ° Ð¸ ÑÐ´ÐµÐ»Ð°ÑÑ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ Ð²Ð»Ð¸ÑÐ½Ð¸Ð¸ Ð¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¸ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° ÐÐÐ¡ Ð¸ ÑÐ¾Ð±ÑÑÐ²ÐµÐ½Ð½ÑÐµ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ñ ÑÐ¸ÑÑÐµÐ¼Ñ. Ð ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÑÑÑÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÑ Ð½Ð°ÑÑÐ¶Ð½ÑÑ Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¸ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð¸Ñ ÑÐ°ÑÑÐµÑÐ°. ÐÑÐ¾Ð²Ð¾Ð´Ð¸ÑÑÑ Ð¸Ð·Ð¾Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐ¹ ÑÐ°ÑÑÐµÑ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ. ÐÑÐ¾Ð²Ð¾Ð´Ð¸ÑÑÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð²Ð¼ÐµÑÑÐµ ÑÐ¾ Ð·Ð´Ð°Ð½Ð¸ÐµÐ¼ Ð¸ Ð² ÑÐ°Ð·Ð½ÑÑ Ð¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸ÑÑ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ. Ð Ð°ÑÑÐµÑÑ Ð¿ÑÐ¾Ð²Ð¾Ð´ÑÑÑÑ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD Office. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¾ Ð²Ð»Ð¸ÑÐ½Ð¸Ðµ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑ Ð½Ð° ÐÐÐ¡ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¸ ÐµÐµ ÑÐ¾Ð±ÑÑÐ²ÐµÐ½Ð½ÑÐµ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ñ. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¾ Ð²Ð»Ð¸ÑÐ½Ð¸Ðµ Ð¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð½Ð° ÐµÐµ ÐÐÐ¡ Ð¸ ÑÐ¾Ð±ÑÑÐ²ÐµÐ½Ð½ÑÐµ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ñ. ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½ÑÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð± ÑÑÐµÑÐ° ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾ÑÑÐ¸ Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ¾Ð² Ð¸ Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð¾ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ðµ ÑÑÐ¸Ñ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ¾Ð². ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸, Ð² ÑÐ¾Ð¼ ÑÐ¸ÑÐ»Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ðµ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ðµ, Ð¾Ð±Ð»Ð°ÑÐ½ÑÐµ ÑÐµÑÐ²Ð¸ÑÑ, Ð±Ð°Ð·Ñ Ð´Ð°Ð½Ð½ÑÑ Ð¸ Ð¿ÑÐ¾ÑÐ¸Ðµ: Mendeley, ÑÐ¸ÑÑÐ¾Ð²Ð°Ñ Ð±Ð¸Ð±Ð»Ð¸Ð¾ÑÐµÐºÐ° Â«eLIBRARY.RUÂ», SCAD Office.
description: The work is devoted to the study of the combines calculation of the hinged facade system (HFS) and the supporting structures of a reinforced concrete building. The issue of the influence of combines calculation on the SSS of the HFS substructure and its own fluctuations and the possibility of taking into account joint work in a simplified form are considered. Tasks that were solved in the course of the study: 1. Carry out modeling of buildings together with external enclosing structures. 2. Carry out a seismic analysis and compare the SSS of the enclosing structures and their vibration modes in a combines calculation with the results obtained in a separate calculation. 3. Analyze the results obtained and draw conclusions about the impact of the combines calculation on the results obtained. 4. Carry out new calculations with other frame configurations and draw conclusions about the influence of the position of the hinged system and the rigidity of the building on the SSS and natural oscillations of the system. The work considers options for external enclosing structures and methods for their calculation. An isolated calculation of the hinged facade system is carried out. The hinged facade system is modeled together with the building and in different positions of the hinged facade system. Calculations are carried out in the SCAD Office software package. As a result, the influence of combines calculation on the stress-strain state of the hinged facade system and its own fluctuations was determined. The influence of the position of the facade system on its SSS and natural oscillations is determined. A simplified method for taking into account compatibility with the help of coefficients is proposed and the value of these coefficients is proposed. To achieve these results, the following information technologies were used in the work, including software, cloud services, databases, and others: Mendeley, eLIBRARY.RU digital library, SCAD Office.