title: Ð£ÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ñ Ð½Ð°ÑÑÐ¶Ð½ÑÐ¼ ÐºÐ°ÑÐºÐ°ÑÐ¾Ð¼ Ð¸Ð· Ñ Ð¾Ð»Ð¾Ð´Ð½Ð¾Ð³Ð½ÑÑÐ¾Ð³Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð»Ñ
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 stability of the load-bearing structures of buildings with an external frame made of cold-formed structures
Creators: name: ÐÐ±Ð´ÑÑÐ°ÑÑÐ°ÑÑÑÐ¶Ð°, Ð¡Ð°Ð¹Ð´Ð¸Ð¾Ð»Ð¸Ð¼ÑÐ¾Ð½
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: Ñ Ð¾Ð»Ð¾Ð´Ð½Ð¾Ð³Ð½ÑÑÑÐ¹ Ð¿ÑÐ¾ÑÐ¸Ð»Ñ
Ð½Ð°ÑÑÐ¶Ð½ÑÐ¹ Ð½ÐµÑÑÑÐ¸Ð¹ ÐºÐ°ÑÐºÐ°Ñ
ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² ÐºÐ°ÑÐºÐ°ÑÐ°
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ÑÐµÐ´ÑÐºÑÐ¸Ñ ÑÐ¾Ð½ÐºÐ¾ÑÑÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð»Ñ
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cold formed steel section
external weight-bearing frame
stability of frame elements
light steel thin-walled structures
reduction of thin-walled steel section
seismic forces on external frame
operation factor of vehicle

description: Ð Ð°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð²ÑÐ³Ð¾Ð´Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾
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description: The given thesis is devoted to determining the most profitable design solution for
agricultural buildings with an external frame in remote regions. In this work, the
following tasks were solved:
1. Development of a design model of a frame from a cold-formed structures.
2. The calculation of the spatial scheme of the outer frame of the building, taking
into account the impacts characteristic of the construction area and taking into account
measures to prevent all types of buckling characteristic of steel thin-walled structures.
3. Determination of the most advantageous structural design of buildings with an
external supporting frame made using LSTS technology to reduce transport and other
costs in the construction of agricultural construction objects in remote areas.
4. Development of recommendations for the calculation and design of the external
frame of agricultural buildings.
This thesis presents the results of calculations of the external frame are carried out
taking into account the effects characteristic of the construction area, made of a coldformed
structures. In this calculation, the main attention is paid to measures to prevent all
types of buckling characteristic of steel thin-walled structures. Also, a calculation was
carried out to determine the most profitable structural design of buildings with an external
weight-bearing frame, to reduce transport and other costs when erecting agricultural
construction objects in remote areas. Based on the calculations results, the most
advantageous structural solution is selected for the construction of buildings with an
external frame made of a cold-formed structures.