title: ÐÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ Ð½Ð°Ð²ÐµÑÐ½ÑÑ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ñ Ð¾Ð±Ð»Ð¸ÑÐ¾Ð²ÐºÐ¾Ð¹ Ð¸Ð· ÐºÐ¸ÑÐ¿Ð¸ÑÐ½Ð¾Ð¹ ÐºÐ»Ð°Ð´ÐºÐ¸
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: The bearing capacity of the hinged facade systems with brickwork lining
Creators: name: ÐÐ³Ð´Ð°Ð½ÐµÑ, ÐÐ»Ð°Ð´Ð¸ÑÐ»Ð°Ð²
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: Ð½Ð°Ð²ÐµÑÐ½Ð°Ñ ÑÐ°ÑÐ°Ð´Ð½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°
ÐºÑÐ¾Ð½ÑÑÐµÐ¹Ð½
ÐºÐ¸ÑÐ¿Ð¸ÑÐ½Ð°Ñ ÐºÐ»Ð°Ð´ÐºÐ°
Ð¾Ð±Ð»Ð¸ÑÐ¾Ð²ÐºÐ° Ð¸Ð· ÐºÐ¸ÑÐ¿Ð¸ÑÐ½Ð¾Ð¹ ÐºÐ»Ð°Ð´ÐºÐ¸
hinged facade system
bracket
brick laying

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÐºÑÐ¾Ð½ÑÑÐµÐ¹Ð½Ð° Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ñ Ð¾Ð±Ð»Ð¸ÑÐ¾Ð²ÐºÐ¾Ð¹ Ð¸Ð· ÐºÐ¸ÑÐ¿Ð¸ÑÐ½Ð¾Ð¹ ÐºÐ»Ð°Ð´ÐºÐ¸. 
 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:
- Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÑÐ¸ÑÐ»ÐµÐ½Ð½ÑÑ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ ÐºÑÐ¾Ð½ÑÑÐµÐ¹Ð½Ð° Ð² ÐÐ Ansys.
- ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½ÑÑ Ð¸ ÑÐ¸ÑÐ»ÐµÐ½Ð½ÑÑ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ ÐºÑÐ¾Ð½ÑÑÐµÐ¹Ð½Ð°.
- Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÐÐ¤Ð¡ Ñ Ð¿Ð¾ÑÐ»ÐµÐ´ÑÑÑÐµÐ¼ ÑÑÐ»Ð¾Ð¶Ð½ÐµÐ½Ð¸ÐµÐ¼ ÑÐ¸ÑÑÐµÐ¼Ñ;
- Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½ÑÑ ÑÐ²Ð¾Ð¹ÑÑÐ²Ð° ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² ÐºÑÐ¾Ð½ÑÑÐµÐ¹Ð½Ð° Ð² ÑÐ¸ÑÑÐµÐ¼Ðµ Ð¾Ñ Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ð½ÑÑ Ðº Ð½Ð°Ð²ÐµÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ, Ð° ÑÐ°Ðº Ð¶Ðµ Ð¸Ñ ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð°ÑÐ¸Ð¹;
Ð ÑÐ°Ð¼ÐºÐ°Ñ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð±ÑÐ»Ð¸ Ð¸Ð·ÑÑÐµÐ½Ñ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¸Ðµ ÐºÑÐ¾Ð½ÑÑÐµÐ¹Ð½Ñ ÐÐ¤Ð¡ Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ Ð¾Ð±ÑÐµÐ¼Ð½ÑÑ ÐÐ­ Ð² ÐÐ ANSYS, Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ° ÑÐ°Ð±Ð¾ÑÑ, Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹ Ð²Ð¾Ð·Ð½Ð¸ÐºÐ°ÑÑÐ¸Ðµ Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸. Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼Ð¸ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°ÑÑÐ¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐ»Ð¸ÑÑ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ ÑÐµÐ¾ÑÐµÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð¸ Ð¿ÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹. ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð° Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° Ð¿Ð¾ Ð·Ð°Ð¼ÐµÐ½Ðµ ÑÐµÐºÑÑÐµÐ¹ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸Ð¸ ÑÑÑÐµÐ¶Ð½ÐµÐ²Ð¾Ð¹ ÑÑÐµÐ¼Ð¾Ð¹, Ð´Ð»Ñ Ð±Ð¾Ð»ÐµÐµ Ð±ÑÑÑÑÐ¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÐÐ¤Ð¡. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÑÑ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¸Ð· ÑÑÐµÑ ÐºÑÐ¾Ð½ÑÑÐµÐ¹Ð½Ð¾Ð² Ð¸ ÐºÐ¸ÑÐ¿Ð¸ÑÐ½Ð¾Ð¹ ÐºÐ»Ð°Ð´ÐºÐ¸ Ð² 3 ÑÑÐ´Ð°. ÐÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ ÐÐÐ¡ ÑÐ¸ÑÑÐµÐ¼ Ð² ÐÐ Scad Ð¸ ÐÐ Ansys. ÐÑÐ¸Ð²ÐµÐ´ÐµÐ½Ð° Ð¼ÐµÑÐ¾Ð´Ð° ÑÐ±Ð¾ÑÐ° Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¾Ñ ÑÐ¾Ð±ÑÑÐ²ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð²ÐµÑÐ° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ ÑÐ°Ð²Ð½Ð¾Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐµÐ¹ ÑÐ¸Ð»Ñ ÑÐ°ÑÑÑÐ¶ÐµÐ½Ð¸Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ ÐÐÐ¡ Ð¾Ð´Ð½Ð¾Ð³Ð¾ ÐºÑÐ¾Ð½ÑÑÐµÐ¹Ð½Ð° Ð¸ ÐºÑÐ¾Ð½ÑÑÐµÐ¹Ð½Ð¾Ð² Ð² ÑÐ¸ÑÑÐµÐ¼Ðµ, ÑÐ´ÐµÐ»Ð°Ð½Ñ Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð¸Ð¸ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÐ¸ÑÑÐµÐ¼Ñ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ°Ð±Ð¾ÑÑ Ð³Ð¾ÑÐ¸Ð·Ð¾Ð½ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð½ÐµÑÑÑÐµÐ³Ð¾ ÑÐ¸Ð³ÐµÐ»Ñ Ð¸ ÐºÐ¸ÑÐ¿Ð¸ÑÐ½Ð¾Ð¹ ÐºÐ»Ð°Ð´ÐºÐ¸.
description: Theme of the final qualification work: "The bearing capacity of the hinged facade systems with brickwork lining".
This work is devoted to determining the bearing capacity of the bracket as part of a hinged facade system with masonry cladding.
 Tasks that were solved during the study:
- numerical testing of the bracket in Ansys PC.
- comparison of the results of experimental and numerical tests of the bracket.
- modeling of the NSF with the subsequent complication of the system;
- determination of the deformation properties of the bracket elements in the system from the action of loads applied to the hinged facade system, as well as their combinations;
As part of the practical part of the dissertation research, the metal brackets of the NSF using volumetric FEs in the ANSYS were studied, the nature of the work was studied, and the dependences of displacements arising in the structure were determined. The results of this part of the study were comparisons of theoretical and practical research. A technique is proposed for replacing the current geometry with a rod scheme for faster modeling of NPS. A static calculation of the bearing capacity of a system of three brackets and brickwork in 3 rows was performed. We analyzed the VAT systems in Scad and Ansys. The method of collecting loads from the dead weight of the structure is given, as well as the determination of the resultant tensile force. As a result of comparing the VAT of one bracket and brackets in the system, conclusions are drawn about increasing the rigidity of the structure as part of the system, taking into account the operation of the horizontal load-bearing crossbar and brickwork.