Vertical Extension of a Multi-Storey Reinforced Concrete Building
The global population is increasing annually; thus, there is a need for more housing and buildings worldwide. As cities grow outward and buildable lands become scarce, it is necessary to increase the height of existing buildings in cities, especially where the height of the buildings is low. For cro...
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Format: | Article |
Language: | English |
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University of Zielona Góra
2022-03-01
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Series: | International Journal of Applied Mechanics and Engineering |
Subjects: | |
Online Access: | https://www.ijame-poland.com/Vertical-Extension-of-a-Multi-Storey-Reinforced-Concrete-Building,166720,0,2.html |
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author | A. Bahrami S. Deniz H. Moalin |
author_facet | A. Bahrami S. Deniz H. Moalin |
author_sort | A. Bahrami |
collection | DOAJ |
description | The global population is increasing annually; thus, there is a need for more housing and buildings worldwide. As cities grow outward and buildable lands become scarce, it is necessary to increase the height of existing buildings in cities, especially where the height of the buildings is low. For crowded cities, the storey extension is an increasingly popular measure that can meet market demand for centrally located houses. This paper examines the possibility of the vertical extension of an existing (reference) reinforced concrete building in Gävle in Sweden. The StruSoft FEM-Design program is employed to carry out the research. The building is firstly modelled, analysed and designed completely. Thereafter, a storey extension is conducted vertically. The stresses and utilisation ratios of the load-bearing elements of the reference and extended buildings are assessed. It is found that some of the load-bearing elements of the building after the extension need strengthening. Different practical strengthening solutions are proposed. It is concluded that the building can successfully withstand the vertical extension after applying these proposed solutions. The maximum vertical reaction forces of the reference and extended buildings are obtained and compared. A comparison of the deflections of the buildings is made. The structural stability of the buildings is evaluated as well. |
first_indexed | 2024-03-12T16:33:49Z |
format | Article |
id | doaj.art-c00cb09cd0214e03bec6ebf890248d01 |
institution | Directory Open Access Journal |
issn | 1734-4492 2353-9003 |
language | English |
last_indexed | 2024-03-12T16:33:49Z |
publishDate | 2022-03-01 |
publisher | University of Zielona Góra |
record_format | Article |
series | International Journal of Applied Mechanics and Engineering |
spelling | doaj.art-c00cb09cd0214e03bec6ebf890248d012023-08-08T15:04:41ZengUniversity of Zielona GóraInternational Journal of Applied Mechanics and Engineering1734-44922353-90032022-03-0127112010.2478/ijame-2022-0001166720Vertical Extension of a Multi-Storey Reinforced Concrete BuildingA. Bahrami0S. Deniz1H. Moalin2Department of Building Engineering, Energy Systems and Sustainability Science, Faculty of Engineering and Sustainable Development, University of Gävle, 801 76, Gävle, SwedenDepartment of Building Engineering, Energy Systems and Sustainability Science, Faculty of Engineering and Sustainable Development, University of Gävle, 801 76, Gävle, SwedenDepartment of Building Engineering, Energy Systems and Sustainability Science, Faculty of Engineering and Sustainable Development, University of Gävle, 801 76, Gävle, SwedenThe global population is increasing annually; thus, there is a need for more housing and buildings worldwide. As cities grow outward and buildable lands become scarce, it is necessary to increase the height of existing buildings in cities, especially where the height of the buildings is low. For crowded cities, the storey extension is an increasingly popular measure that can meet market demand for centrally located houses. This paper examines the possibility of the vertical extension of an existing (reference) reinforced concrete building in Gävle in Sweden. The StruSoft FEM-Design program is employed to carry out the research. The building is firstly modelled, analysed and designed completely. Thereafter, a storey extension is conducted vertically. The stresses and utilisation ratios of the load-bearing elements of the reference and extended buildings are assessed. It is found that some of the load-bearing elements of the building after the extension need strengthening. Different practical strengthening solutions are proposed. It is concluded that the building can successfully withstand the vertical extension after applying these proposed solutions. The maximum vertical reaction forces of the reference and extended buildings are obtained and compared. A comparison of the deflections of the buildings is made. The structural stability of the buildings is evaluated as well.https://www.ijame-poland.com/Vertical-Extension-of-a-Multi-Storey-Reinforced-Concrete-Building,166720,0,2.htmlvertical extensionreinforced concrete buildingutilisation ratioreaction forcedeflection |
spellingShingle | A. Bahrami S. Deniz H. Moalin Vertical Extension of a Multi-Storey Reinforced Concrete Building International Journal of Applied Mechanics and Engineering vertical extension reinforced concrete building utilisation ratio reaction force deflection |
title | Vertical Extension of a Multi-Storey Reinforced Concrete Building |
title_full | Vertical Extension of a Multi-Storey Reinforced Concrete Building |
title_fullStr | Vertical Extension of a Multi-Storey Reinforced Concrete Building |
title_full_unstemmed | Vertical Extension of a Multi-Storey Reinforced Concrete Building |
title_short | Vertical Extension of a Multi-Storey Reinforced Concrete Building |
title_sort | vertical extension of a multi storey reinforced concrete building |
topic | vertical extension reinforced concrete building utilisation ratio reaction force deflection |
url | https://www.ijame-poland.com/Vertical-Extension-of-a-Multi-Storey-Reinforced-Concrete-Building,166720,0,2.html |
work_keys_str_mv | AT abahrami verticalextensionofamultistoreyreinforcedconcretebuilding AT sdeniz verticalextensionofamultistoreyreinforcedconcretebuilding AT hmoalin verticalextensionofamultistoreyreinforcedconcretebuilding |