title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° ÑÐ¾ ÑÐ¼Ð¾ÑÑÐ¾Ð²Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ°Ð´ÐºÐ¾Ð¹
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: High-rise building of a business center with an observation deck
Creators: name: Ð¨Ð°ÑÐ¾Ð²Ð°, ÐÐ°ÑÐ¸Ñ
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: ÑÑÐµÐºÐ»ÑÐ½Ð½ÑÐµ Ð½ÐµÑÑÑÐ¸Ðµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÑÐµÐºÐ»ÑÐ½Ð½ÑÐµ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ
Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾Ðµ ÑÑÐµÐºÐ»Ð¾
Ð·Ð°ÐºÐ°Ð»ÐµÐ½Ð½Ð¾Ðµ ÑÑÐµÐºÐ»Ð¾
Ð¼Ð½Ð¾Ð³Ð¾ÑÐ»Ð¾Ð¹Ð½Ð¾Ðµ ÑÑÐµÐºÐ»Ð¾
load-bearing glass structures
glass columns
fire resistant glass
tempered glass
laminated glass

description: Ð¦ÐµÐ»ÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð½Ð° Ð¾Ð±ÑÐµÐºÑ ÐºÐ°Ð¿Ð¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð¸ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ ÑÑÐµÐ±ÑÐµÐ¼Ð¾Ð³Ð¾ Ð¿ÑÐµÐ´ÐµÐ»Ð° Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸ ÑÑÐµÐºÐ»ÑÐ½Ð½ÑÑ ÑÑÐµÑÐ¶Ð½ÐµÐ²ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÑÐ¼Ð¾ÑÑÐ¾Ð²Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ°Ð´ÐºÐ¸ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ ÑÑÐµÑÐ¾Ð¼ Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÑ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ Ð¾ÑÐ¾Ð±ÐµÐ½Ð½Ð¾ÑÑÐµÐ¹ Ð¾Ð±ÑÐµÐºÑÐ°. 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Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð»Ð¸ÑÐµÑÐ°ÑÑÑÐ½ÑÑ Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¾Ð² Ð¿Ð¾ ÑÐµÐ¼Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÑÑÐµÐºÐ»ÑÐ½Ð½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ñ ÑÑÐµÑÐ¾Ð¼ ÑÑÐµÐ±ÑÐµÐ¼ÑÑ Ð¿ÑÐµÐ´ÐµÐ»Ð¾Ð² Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸. 2. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¹ ÑÑÐµÐ¼Ñ Ð·Ð´Ð°Ð½Ð¸Ñ, ÑÐ°ÑÑÐµÑ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÑÑÐµÐºÐ»ÑÐ½Ð½ÑÑ ÑÑÐµÑÐ¶Ð½ÐµÐ²ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. 3. ÐÐ¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¾ÑÐ°Ð³Ð° Ð¿Ð¾Ð¶Ð°ÑÐ° Ð½Ð° ÑÐ¼Ð¾ÑÑÐ¾Ð²Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ°Ð´ÐºÐµ, Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ ÑÐ°ÑÐ¿ÑÐ¾ÑÑÑÐ°Ð½ÐµÐ½Ð¸Ñ Ð¾Ð¿Ð°ÑÐ½ÑÑ ÑÐ°ÐºÑÐ¾ÑÐ¾Ð² (ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ°, ÑÐµÐ¿Ð»Ð¾Ð²Ð¾Ð¹ Ð¿Ð¾ÑÐ¾Ðº). 4. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¿ÑÐµÐ´ÐµÐ»Ð¾Ð² Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¿ÑÐ¸ Â«ÑÐµÐ°Ð»ÑÐ½Ð¾Ð¼Â» Ð¸ Â«ÑÑÐ°Ð½Ð´Ð°ÑÑÐ½Ð¾Ð¼Â» ÑÐµÐ¶Ð¸Ð¼Ð°Ñ Ð¿Ð¾Ð¶Ð°ÑÐ°. ÐÐ°Ð½Ð½ÑÐµ Ð·Ð°Ð´Ð°ÑÐ¸ Ð±ÑÐ»Ð¸ ÑÐµÑÐµÐ½Ñ Ð¿ÑÐ¸ Ð¿Ð¾Ð¼Ð¾ÑÐ¸ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ°Ð¶Ð° ÑÐ¼Ð¾ÑÑÐ¾Ð²Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ°Ð´ÐºÐ¸ ÑÐ¾ ÑÑÐµÐºÐ»ÑÐ½Ð½ÑÐ¼Ð¸ ÐºÐ¾Ð»Ð¾Ð½Ð½Ð°Ð¼Ð¸ Ð´Ð»Ñ ÑÐ°ÑÑÐµÑÐ° Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð¸ Ð¾Ð³Ð½ÐµÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¼ÐµÑÐ¾Ð´Ð° ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¸ Ð¼ÐµÑÐ¾Ð´Ð° Ð¿Ð¾Ð»ÐµÐ²Ð¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°ÑÑÐµÑÐ° Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð±ÑÐ»Ð¾ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¾, ÑÑÐ¾ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ Ð¸ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ ÐºÐ¾Ð»Ð¾Ð½Ð½ Ð¾Ð±ÐµÑÐ¿ÐµÑÐ¸Ð²Ð°ÐµÑÑÑ. Ð¢ÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ° Ð¿ÑÐ¾Ð³ÑÐµÐ²Ð° ÑÐµÑÐµÐ½Ð¸Ñ ÐºÐ¾Ð»Ð¾Ð½Ð½Ñ Ð¿ÑÐ¸ ÑÐµÐ°Ð»ÑÐ½Ð¾Ð¼ ÑÐµÐ¶Ð¸Ð¼Ðµ Ð¿Ð¾Ð¶Ð°ÑÐ° ÑÐ¾ÑÑÐ°Ð²Ð»ÑÐµÑ 600Ð¾Ð¡, ÑÑÐ¾ Ð² Ð·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½Ð¾Ð¹ ÑÑÐµÐ¿ÐµÐ½Ð¸ Ð¿Ð¾Ð½Ð¸Ð¶Ð°ÐµÑ Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ ÐºÐ¾Ð»Ð¾Ð½Ð½, ÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÐ½Ð¾, Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ Ð²Ð¾Ð´ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ¾ÑÐµÐ½Ð¸Ñ Ð²Ð¾ Ð²ÑÐµÐ¼Ñ Ð¿Ð¾Ð¶Ð°ÑÐ°. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐµ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÑ: Autodesk Revit 2021, Autodesk AutoCAD 2021, Lumion 10, ÐÐÐ Ð-Ð¡ÐÐÐ  2016, Ð¡ÐÐÐ¤ÐÐ  2016, Autodesk Navisworks Manage 2021, PyroSim, Pathfinder, Sofistik 2023, SCAD Office 21.1.9.5, Microsoft Office 2016.
description: The purpose of this work is to develop design documentation for a capital construction object and study the bearing capacity and achieve the required fire resistance limit of glass rod structures of a high-rise building observation deck, taking into account the architectural and design features of the object. Tasks that were solved in the course of the study: 1. Conducting an analysis of literary sources on the topic of the bearing capacity of glass elements, taking into account the required fire resistance limits. 2. Implementation of the design scheme of the building, calculation of the bearing capacity of glass rod structures. 3. Simulation of a fire at the observation deck, determination of the spread of hazardous factors (temperature, heat flow). 4. Determination of the fire resistance limits of structures under "real" and "standard" fire modes. These problems were solved by modeling the floor of an observation deck with glass columns to calculate the bearing capacity and fire resistance using the finite element method and the field modeling method. As a result of the calculation of the bearing capacity, it was determined that the strength and stability of the columns is ensured. The heating temperature of the column section in the real fire mode is 600Â°C, which significantly reduces the bearing capacity of the columns, therefore, it is necessary to use water irrigation during a fire. The following software packages were used to achieve the results obtained: Autodesk Revit 2021, Autodesk AutoCAD 2021, Lumion 10, LIRA-SAPR 2016, SAPFIR 2016, Autodesk Navisworks Manage 2021, PyroSim, Pathfinder, Sofistik 2023, SCAD Office 21.1.9.5, Microsoft Office 2016.