Experimental Study on Seismic Behavior of Steel Column Base Connections with Arc End-Plates Slip-Friction
This paper proposes a new type of steel slip-friction column base connections with arc end-plates. Two arc end-plates of the steel column base, which can slide between each other to some extent, were set at the position where the column base is subject to plastic deformation. Thus, the sliding-frict...
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| Format: | Article |
| Language: | English |
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MDPI AG
2022-11-01
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| Series: | Buildings |
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| Online Access: | https://www.mdpi.com/2075-5309/12/11/2012 |
| _version_ | 1797465798834388992 |
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| author | Chengyu Li Cong Luo Aizhu Zhu |
| author_facet | Chengyu Li Cong Luo Aizhu Zhu |
| author_sort | Chengyu Li |
| collection | DOAJ |
| description | This paper proposes a new type of steel slip-friction column base connections with arc end-plates. Two arc end-plates of the steel column base, which can slide between each other to some extent, were set at the position where the column base is subject to plastic deformation. Thus, the sliding-friction energy dissipation between the arc end-plates can effectively minimize or eliminate the energy dissipation of the traditional column base connections. Cyclic loading tests were conducted to study the hysteretic performance and energy consumption performance of the proposed connections. Considerations have been given to different axial compression ratios, Belleville springs (Bes), brass plates, and horizontal loading protocols. The test results show no obvious deformation or damage during the radial cyclic loading test. The curve shape of the test measurement approximates a parallelogram, showing good force performance. The proposed connections with the increasing axial compression force can increase the energy dissipation ability and load-carrying capacity. Therefore, the proposed connection has perfect seismic behavior. |
| first_indexed | 2024-03-09T18:26:41Z |
| format | Article |
| id | doaj.art-b7f2bbe543c047a38216a59b14b08994 |
| institution | Directory Open Access Journal |
| issn | 2075-5309 |
| language | English |
| last_indexed | 2024-03-09T18:26:41Z |
| publishDate | 2022-11-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Buildings |
| spelling | doaj.art-b7f2bbe543c047a38216a59b14b089942023-11-24T07:51:20ZengMDPI AGBuildings2075-53092022-11-011211201210.3390/buildings12112012Experimental Study on Seismic Behavior of Steel Column Base Connections with Arc End-Plates Slip-FrictionChengyu Li0Cong Luo1Aizhu Zhu2School of Urban Construction, Wuhan University of Science and Technology, No.947 Qingshan Heping Road, Wuhan 430081, ChinaSchool of Urban Construction, Wuhan University of Science and Technology, No.947 Qingshan Heping Road, Wuhan 430081, ChinaSchool of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, No.1037 Luoyu Road, Wuhan 430074, ChinaThis paper proposes a new type of steel slip-friction column base connections with arc end-plates. Two arc end-plates of the steel column base, which can slide between each other to some extent, were set at the position where the column base is subject to plastic deformation. Thus, the sliding-friction energy dissipation between the arc end-plates can effectively minimize or eliminate the energy dissipation of the traditional column base connections. Cyclic loading tests were conducted to study the hysteretic performance and energy consumption performance of the proposed connections. Considerations have been given to different axial compression ratios, Belleville springs (Bes), brass plates, and horizontal loading protocols. The test results show no obvious deformation or damage during the radial cyclic loading test. The curve shape of the test measurement approximates a parallelogram, showing good force performance. The proposed connections with the increasing axial compression force can increase the energy dissipation ability and load-carrying capacity. Therefore, the proposed connection has perfect seismic behavior.https://www.mdpi.com/2075-5309/12/11/2012column base connectionslip-friction connectionhysteresis behaviorfriction energy dissipation |
| spellingShingle | Chengyu Li Cong Luo Aizhu Zhu Experimental Study on Seismic Behavior of Steel Column Base Connections with Arc End-Plates Slip-Friction Buildings column base connection slip-friction connection hysteresis behavior friction energy dissipation |
| title | Experimental Study on Seismic Behavior of Steel Column Base Connections with Arc End-Plates Slip-Friction |
| title_full | Experimental Study on Seismic Behavior of Steel Column Base Connections with Arc End-Plates Slip-Friction |
| title_fullStr | Experimental Study on Seismic Behavior of Steel Column Base Connections with Arc End-Plates Slip-Friction |
| title_full_unstemmed | Experimental Study on Seismic Behavior of Steel Column Base Connections with Arc End-Plates Slip-Friction |
| title_short | Experimental Study on Seismic Behavior of Steel Column Base Connections with Arc End-Plates Slip-Friction |
| title_sort | experimental study on seismic behavior of steel column base connections with arc end plates slip friction |
| topic | column base connection slip-friction connection hysteresis behavior friction energy dissipation |
| url | https://www.mdpi.com/2075-5309/12/11/2012 |
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