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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: Introduction of the connection jointsâ pliability in precast concrete elements
Creators: name: Ð ÑÐ±Ð°Ð½Ð¾Ð²Ð°, Ð­Ð»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: 2022
Subjects: ÐºÑÑÐ¿Ð½Ð¾Ð¿Ð°Ð½ÐµÐ»ÑÐ½Ð¾Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
ÑÑÑÐºÐ¾Ð²Ð¾Ðµ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ðµ
Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÑ
ÑÐ±Ð¾ÑÐ½ÑÐ¹ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
large-panel construction
joint of panels
pliability
prefab reinforced concrete

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description: The topic of the final qualification work: Â«Introduction of the connection jointsâ pliability in precast concrete elementsÂ». This work is devoted to research the influence of the pliability of connection joints in precast concrete elements, namely in large-panel buildings. The aim of the work is to identify the discrepancy between the values of the pliability values depending on the calculation method and to analyze their influence on the stress-strain state of structural schemes.Tasks that were solved during the study: 1. Review of existing methods for calculating the pliability of panelsâ joints; 2. Creation of a correct model considering the of the connection jointsâ pliability; 3. Analysis of the obtained results of structural design models.The work was carried out on the basis of documents submitted by Bonava, including plans for the basement, first and standard floors, and existing regulatory documentation, which considering in building of structural design models and analyzing the data obtained. The software systems SAPHIR 2020, Lira-CAD 2020, and AutoCAD 2020 were used to model space-planning and design solutions.As a result, was made an analysis of the factors affecting the pliability of of the connection joints in large-panel buildings, the operation of joints in a structure was considered, and a comparison of the stress-strain state of structural design models of a building was made with and without allowance for panelsâ joint pliability.