Study and Numerical Analysis on Seismic Performance of Concrete U-Shaped Shear Wall
Rectangular, L-shaped, and T-shaped section concrete shear walls in high-rise buildings are more frequently used in engineering and are widely studied. However, there are few studies related to the load-bearing performance of concrete shear walls with U-shaped sections. In this article, the seismic...
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Format: | Article |
Language: | English |
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Wiley
2022-01-01
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Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/2838691 |
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author | Jiuyang Li Li Chen Xiaoyu Wang Fangqi Li |
author_facet | Jiuyang Li Li Chen Xiaoyu Wang Fangqi Li |
author_sort | Jiuyang Li |
collection | DOAJ |
description | Rectangular, L-shaped, and T-shaped section concrete shear walls in high-rise buildings are more frequently used in engineering and are widely studied. However, there are few studies related to the load-bearing performance of concrete shear walls with U-shaped sections. In this article, the seismic performance and damage mechanisms are analyzed in a systematic manner. In addition, a finite element model was developed using ABAQUS software, and numerical simulation was carried out. The damage forms and load-carrying capacity of shear walls with U-shaped sections were validated. Finally, reasonable suggestions and construction measures are given for the design of shear walls with U-shaped sections, and a benchmark is provided for relevant engineering applications. |
format | Article |
id | doaj-art-7fb8cbee62304c21bc0c88958b2a86a0 |
institution | Kabale University |
issn | 1687-8442 |
language | English |
publishDate | 2022-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Materials Science and Engineering |
spelling | doaj-art-7fb8cbee62304c21bc0c88958b2a86a02025-02-03T05:57:38ZengWileyAdvances in Materials Science and Engineering1687-84422022-01-01202210.1155/2022/2838691Study and Numerical Analysis on Seismic Performance of Concrete U-Shaped Shear WallJiuyang Li0Li Chen1Xiaoyu Wang2Fangqi Li3School of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringSchool of Landscape Architecture and ArchitectureRectangular, L-shaped, and T-shaped section concrete shear walls in high-rise buildings are more frequently used in engineering and are widely studied. However, there are few studies related to the load-bearing performance of concrete shear walls with U-shaped sections. In this article, the seismic performance and damage mechanisms are analyzed in a systematic manner. In addition, a finite element model was developed using ABAQUS software, and numerical simulation was carried out. The damage forms and load-carrying capacity of shear walls with U-shaped sections were validated. Finally, reasonable suggestions and construction measures are given for the design of shear walls with U-shaped sections, and a benchmark is provided for relevant engineering applications.http://dx.doi.org/10.1155/2022/2838691 |
spellingShingle | Jiuyang Li Li Chen Xiaoyu Wang Fangqi Li Study and Numerical Analysis on Seismic Performance of Concrete U-Shaped Shear Wall Advances in Materials Science and Engineering |
title | Study and Numerical Analysis on Seismic Performance of Concrete U-Shaped Shear Wall |
title_full | Study and Numerical Analysis on Seismic Performance of Concrete U-Shaped Shear Wall |
title_fullStr | Study and Numerical Analysis on Seismic Performance of Concrete U-Shaped Shear Wall |
title_full_unstemmed | Study and Numerical Analysis on Seismic Performance of Concrete U-Shaped Shear Wall |
title_short | Study and Numerical Analysis on Seismic Performance of Concrete U-Shaped Shear Wall |
title_sort | study and numerical analysis on seismic performance of concrete u shaped shear wall |
url | http://dx.doi.org/10.1155/2022/2838691 |
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