Effect of Column Flexural Stiffnesses on the Seismic Performance of Stiffened Steel Plate Shear Walls
Two types of lateral resistance structural systems, namely unstiffened steel plate shear walls (USPSWs) and stiffened steel plate shear walls (SSPSWs), are typically used in high-rise structures. Numerous experimental and numerical studies have been conducted on the structural performance of SSPSWs....
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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/2075-5309/12/11/1965 |
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| author | Jianian He Yicheng Li Shuhong Lin Xian Dong Shizhe Chen |
| author_facet | Jianian He Yicheng Li Shuhong Lin Xian Dong Shizhe Chen |
| author_sort | Jianian He |
| collection | DOAJ |
| description | Two types of lateral resistance structural systems, namely unstiffened steel plate shear walls (USPSWs) and stiffened steel plate shear walls (SSPSWs), are typically used in high-rise structures. Numerous experimental and numerical studies have been conducted on the structural performance of SSPSWs. However, few studies have been conducted to investigate the effect of column flexural stiffness on SSPSW systems. In this study, an analysis and numerical investigation of SSPSWs with variable column flexural stiffnesses was performed. The hysteretic performance, secant stiffness reduction and energy dissipation of SSPSWs with four column flexural stiffnesses were investigated. The column flexural stiffness reduction in the USPSWs and SSPSWs did not negatively influence the overall performance of drift ratios up to 2.5%. Moreover, the infill plates of the USPSWs and SSPSWs could achieve the ultimate strengths similar to the theoretical values despite the column not satisfying the minimum flexural stiffness requirements from CSA S16-09 and PEER/ATC72-1, which indicated that these requirements could be conservative. |
| first_indexed | 2024-03-09T18:26:36Z |
| format | Article |
| id | doaj.art-a8be1896c2774ed1a8856339f598feb0 |
| institution | Directory Open Access Journal |
| issn | 2075-5309 |
| language | English |
| last_indexed | 2024-03-09T18:26:36Z |
| publishDate | 2022-11-01 |
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| spelling | doaj.art-a8be1896c2774ed1a8856339f598feb02023-11-24T07:50:36ZengMDPI AGBuildings2075-53092022-11-011211196510.3390/buildings12111965Effect of Column Flexural Stiffnesses on the Seismic Performance of Stiffened Steel Plate Shear WallsJianian He0Yicheng Li1Shuhong Lin2Xian Dong3Shizhe Chen4School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaSchool of Civil Engineering, Shi Jiazhuang Tiedao University, Shijiazhuang 050043, ChinaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaTwo types of lateral resistance structural systems, namely unstiffened steel plate shear walls (USPSWs) and stiffened steel plate shear walls (SSPSWs), are typically used in high-rise structures. Numerous experimental and numerical studies have been conducted on the structural performance of SSPSWs. However, few studies have been conducted to investigate the effect of column flexural stiffness on SSPSW systems. In this study, an analysis and numerical investigation of SSPSWs with variable column flexural stiffnesses was performed. The hysteretic performance, secant stiffness reduction and energy dissipation of SSPSWs with four column flexural stiffnesses were investigated. The column flexural stiffness reduction in the USPSWs and SSPSWs did not negatively influence the overall performance of drift ratios up to 2.5%. Moreover, the infill plates of the USPSWs and SSPSWs could achieve the ultimate strengths similar to the theoretical values despite the column not satisfying the minimum flexural stiffness requirements from CSA S16-09 and PEER/ATC72-1, which indicated that these requirements could be conservative.https://www.mdpi.com/2075-5309/12/11/1965unstiffenedstiffenedsteel plate shear wallcolumn flexural stiffnessseismic performance |
| spellingShingle | Jianian He Yicheng Li Shuhong Lin Xian Dong Shizhe Chen Effect of Column Flexural Stiffnesses on the Seismic Performance of Stiffened Steel Plate Shear Walls Buildings unstiffened stiffened steel plate shear wall column flexural stiffness seismic performance |
| title | Effect of Column Flexural Stiffnesses on the Seismic Performance of Stiffened Steel Plate Shear Walls |
| title_full | Effect of Column Flexural Stiffnesses on the Seismic Performance of Stiffened Steel Plate Shear Walls |
| title_fullStr | Effect of Column Flexural Stiffnesses on the Seismic Performance of Stiffened Steel Plate Shear Walls |
| title_full_unstemmed | Effect of Column Flexural Stiffnesses on the Seismic Performance of Stiffened Steel Plate Shear Walls |
| title_short | Effect of Column Flexural Stiffnesses on the Seismic Performance of Stiffened Steel Plate Shear Walls |
| title_sort | effect of column flexural stiffnesses on the seismic performance of stiffened steel plate shear walls |
| topic | unstiffened stiffened steel plate shear wall column flexural stiffness seismic performance |
| url | https://www.mdpi.com/2075-5309/12/11/1965 |
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