Study of Stress Distribution in L-Shaped Walls with Openings under Intense Seismic Conditions on Various Soil Types
This article contributes to deepening our understanding of the distribution of compression, tension, and shear stress in reinforced concrete mid-rise building shear walls. These L-shaped shear walls include openings that can account for up to 50% of the total wall area. To conduct this study, seism...
Saved in:
Main Authors: | , |
---|---|
Format: | Article |
Language: | English |
Published: |
Universidade Federal de Viçosa (UFV)
2023-09-01
|
Series: | The Journal of Engineering and Exact Sciences |
Subjects: | |
Online Access: | https://periodicos.ufv.br/jcec/article/view/16604 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
_version_ | 1832569707787452416 |
---|---|
author | Salem Merabti Salah Bezari |
author_facet | Salem Merabti Salah Bezari |
author_sort | Salem Merabti |
collection | DOAJ |
description |
This article contributes to deepening our understanding of the distribution of compression, tension, and shear stress in reinforced concrete mid-rise building shear walls. These L-shaped shear walls include openings that can account for up to 50% of the total wall area. To conduct this study, seismic performance analyses of the buildings were carried out using ABAQUS software on four distinct types of soils, subjecting the buildings to a high-intensity earthquake. Three wall thicknesses were considered: 15 cm, 20 cm, and 25 cm. The analysis results demonstrate that the use of thicker walls proved to be effective in reducing stresses, as expected, while also meeting the strength requirements. Furthermore, increasing the openings up to 30% in the shear walls allowed for a reduction in shear stress. However, it is important to note that the observed stresses varied depending on the type of soil and the percentage of openings in the walls.
|
format | Article |
id | doaj-art-177bc24d7797430ab3ec18cad9fbbe2d |
institution | Kabale University |
issn | 2527-1075 |
language | English |
publishDate | 2023-09-01 |
publisher | Universidade Federal de Viçosa (UFV) |
record_format | Article |
series | The Journal of Engineering and Exact Sciences |
spelling | doaj-art-177bc24d7797430ab3ec18cad9fbbe2d2025-02-02T19:54:44ZengUniversidade Federal de Viçosa (UFV)The Journal of Engineering and Exact Sciences2527-10752023-09-019810.18540/jcecvl9iss8pp16604-01eStudy of Stress Distribution in L-Shaped Walls with Openings under Intense Seismic Conditions on Various Soil TypesSalem Merabti0Salah Bezari 1Acoustics and Civil Engineering Laboratory, Faculty of Science and Technology, University of Khemis-Miliana, AlgeriaUnité de Recherche Appliquée en Energies Renouvelables URAER, Centre de Développement des Energies Renouvelables CDER, Ghardaïa 47133, Algeria This article contributes to deepening our understanding of the distribution of compression, tension, and shear stress in reinforced concrete mid-rise building shear walls. These L-shaped shear walls include openings that can account for up to 50% of the total wall area. To conduct this study, seismic performance analyses of the buildings were carried out using ABAQUS software on four distinct types of soils, subjecting the buildings to a high-intensity earthquake. Three wall thicknesses were considered: 15 cm, 20 cm, and 25 cm. The analysis results demonstrate that the use of thicker walls proved to be effective in reducing stresses, as expected, while also meeting the strength requirements. Furthermore, increasing the openings up to 30% in the shear walls allowed for a reduction in shear stress. However, it is important to note that the observed stresses varied depending on the type of soil and the percentage of openings in the walls. https://periodicos.ufv.br/jcec/article/view/16604Buildings.Reinforced concreteShear wallVertical openings |
spellingShingle | Salem Merabti Salah Bezari Study of Stress Distribution in L-Shaped Walls with Openings under Intense Seismic Conditions on Various Soil Types The Journal of Engineering and Exact Sciences Buildings. Reinforced concrete Shear wall Vertical openings |
title | Study of Stress Distribution in L-Shaped Walls with Openings under Intense Seismic Conditions on Various Soil Types |
title_full | Study of Stress Distribution in L-Shaped Walls with Openings under Intense Seismic Conditions on Various Soil Types |
title_fullStr | Study of Stress Distribution in L-Shaped Walls with Openings under Intense Seismic Conditions on Various Soil Types |
title_full_unstemmed | Study of Stress Distribution in L-Shaped Walls with Openings under Intense Seismic Conditions on Various Soil Types |
title_short | Study of Stress Distribution in L-Shaped Walls with Openings under Intense Seismic Conditions on Various Soil Types |
title_sort | study of stress distribution in l shaped walls with openings under intense seismic conditions on various soil types |
topic | Buildings. Reinforced concrete Shear wall Vertical openings |
url | https://periodicos.ufv.br/jcec/article/view/16604 |
work_keys_str_mv | AT salemmerabti studyofstressdistributioninlshapedwallswithopeningsunderintenseseismicconditionsonvarioussoiltypes AT salahbezari studyofstressdistributioninlshapedwallswithopeningsunderintenseseismicconditionsonvarioussoiltypes |