Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates
Reinforcement of structures aims to control the input energy of unnatural and natural forces. In the past four decades, steel shear walls are utilized in huge constructions in some seismic countries such as Japan, United States, and Canada to lessen the risk of destructive forces. The steel shear wa...
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| Format: | Article |
| Language: | English |
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Wiley
2015-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2015/715163 |
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| author | Emad Hosseinpour Shahrizan Baharom Yasser Yadollahi |
| author_facet | Emad Hosseinpour Shahrizan Baharom Yasser Yadollahi |
| author_sort | Emad Hosseinpour |
| collection | DOAJ |
| description | Reinforcement of structures aims to control the input energy of unnatural and natural forces. In the past four decades, steel shear walls are utilized in huge constructions in some seismic countries such as Japan, United States, and Canada to lessen the risk of destructive forces. The steel shear walls are divided into two types: unstiffened and stiffened. In the former, a series of plates (sinusoidal and trapezoidal corrugated) with light thickness are used that have the postbuckling field property under overall buckling. In the latter, steel profile belt series are employed as stiffeners with different arrangement: horizontal, vertical, or diagonal in one side or both sides of wall. In the unstiffened walls, increasing the thickness causes an increase in the wall capacity under large forces in tall structures. In the stiffened walls, joining the stiffeners to the wall is costly and time consuming. The ANSYS software was used to analyze the different models of unstiffened one-story steel walls with sinusoidal and trapezoidal corrugated plates under lateral load. The obtained results demonstrated that, in the walls with the same dimensions, the trapezoidal corrugated plates showed higher ductility and ultimate bearing compared to the sinusoidal corrugated plates. |
| format | Article |
| id | doaj-art-29184a2e8b9b44c4bd6080d6b0cc022b |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2015-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-29184a2e8b9b44c4bd6080d6b0cc022b2025-08-20T03:54:47ZengWileyAdvances in Civil Engineering1687-80861687-80942015-01-01201510.1155/2015/715163715163Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated PlatesEmad Hosseinpour0Shahrizan Baharom1Yasser Yadollahi2Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 Bandar Baru Bangi, Selangor, MalaysiaDepartment of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 Bandar Baru Bangi, Selangor, MalaysiaDepartment of Structural Engineering, Faculty of Civil Engineering, University of Shomal, Amol 84596, IranReinforcement of structures aims to control the input energy of unnatural and natural forces. In the past four decades, steel shear walls are utilized in huge constructions in some seismic countries such as Japan, United States, and Canada to lessen the risk of destructive forces. The steel shear walls are divided into two types: unstiffened and stiffened. In the former, a series of plates (sinusoidal and trapezoidal corrugated) with light thickness are used that have the postbuckling field property under overall buckling. In the latter, steel profile belt series are employed as stiffeners with different arrangement: horizontal, vertical, or diagonal in one side or both sides of wall. In the unstiffened walls, increasing the thickness causes an increase in the wall capacity under large forces in tall structures. In the stiffened walls, joining the stiffeners to the wall is costly and time consuming. The ANSYS software was used to analyze the different models of unstiffened one-story steel walls with sinusoidal and trapezoidal corrugated plates under lateral load. The obtained results demonstrated that, in the walls with the same dimensions, the trapezoidal corrugated plates showed higher ductility and ultimate bearing compared to the sinusoidal corrugated plates.http://dx.doi.org/10.1155/2015/715163 |
| spellingShingle | Emad Hosseinpour Shahrizan Baharom Yasser Yadollahi Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates Advances in Civil Engineering |
| title | Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates |
| title_full | Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates |
| title_fullStr | Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates |
| title_full_unstemmed | Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates |
| title_short | Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates |
| title_sort | evaluation of steel shear walls behavior with sinusoidal and trapezoidal corrugated plates |
| url | http://dx.doi.org/10.1155/2015/715163 |
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