Ultimate permissible additional hogging of a brick wall during the reconstruction of a historical building
The paper analyzes the possible development of an approach limiting additional deformations of the base of a building during reconstruction. We consider the ultimate permissible value of additional relative hogging in a brickwork wall without reinforcement (f/L)ad,u, which is important for the solut...
Main Authors: | , , |
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Format: | Article |
Language: | English |
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EDP Sciences
2022-01-01
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Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2022/30/e3sconf_interagromash2022_02003.pdf |
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author | Yevseyev Nikolay Shashkin Konstantin Vasenin Vladislav |
author_facet | Yevseyev Nikolay Shashkin Konstantin Vasenin Vladislav |
author_sort | Yevseyev Nikolay |
collection | DOAJ |
description | The paper analyzes the possible development of an approach limiting additional deformations of the base of a building during reconstruction. We consider the ultimate permissible value of additional relative hogging in a brickwork wall without reinforcement (f/L)ad,u, which is important for the solution of tasks on the reconstruction of historical buildings. The ultimate values of tensile deformations in a wall can serve as a safety criterion for uneven building settlements. The use of this criterion makes it possible to set more precise values (f/L)ad,u for a brick wall as compared with the values used in Construction Regulations SP 22.13330. |
first_indexed | 2024-04-10T22:27:31Z |
format | Article |
id | doaj.art-863c3727dfda4ce297d4b652403d5e09 |
institution | Directory Open Access Journal |
issn | 2267-1242 |
language | English |
last_indexed | 2024-04-10T22:27:31Z |
publishDate | 2022-01-01 |
publisher | EDP Sciences |
record_format | Article |
series | E3S Web of Conferences |
spelling | doaj.art-863c3727dfda4ce297d4b652403d5e092023-01-17T09:11:51ZengEDP SciencesE3S Web of Conferences2267-12422022-01-013630200310.1051/e3sconf/202236302003e3sconf_interagromash2022_02003Ultimate permissible additional hogging of a brick wall during the reconstruction of a historical buildingYevseyev Nikolay0Shashkin Konstantin1Vasenin Vladislav2Georeconstruction Design InstituteGeoreconstruction Design InstituteGeoreconstruction Design InstituteThe paper analyzes the possible development of an approach limiting additional deformations of the base of a building during reconstruction. We consider the ultimate permissible value of additional relative hogging in a brickwork wall without reinforcement (f/L)ad,u, which is important for the solution of tasks on the reconstruction of historical buildings. The ultimate values of tensile deformations in a wall can serve as a safety criterion for uneven building settlements. The use of this criterion makes it possible to set more precise values (f/L)ad,u for a brick wall as compared with the values used in Construction Regulations SP 22.13330.https://www.e3s-conferences.org/articles/e3sconf/pdf/2022/30/e3sconf_interagromash2022_02003.pdf |
spellingShingle | Yevseyev Nikolay Shashkin Konstantin Vasenin Vladislav Ultimate permissible additional hogging of a brick wall during the reconstruction of a historical building E3S Web of Conferences |
title | Ultimate permissible additional hogging of a brick wall during the reconstruction of a historical building |
title_full | Ultimate permissible additional hogging of a brick wall during the reconstruction of a historical building |
title_fullStr | Ultimate permissible additional hogging of a brick wall during the reconstruction of a historical building |
title_full_unstemmed | Ultimate permissible additional hogging of a brick wall during the reconstruction of a historical building |
title_short | Ultimate permissible additional hogging of a brick wall during the reconstruction of a historical building |
title_sort | ultimate permissible additional hogging of a brick wall during the reconstruction of a historical building |
url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2022/30/e3sconf_interagromash2022_02003.pdf |
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