Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint
The concrete-filled square steel tubular (S-CFST) structure has been widely used as a resistance system against earthquakes due to its good seismic performance. However, the application of the S-CFST structure is limited by its complex joint formulation. To overcome this shortcoming, a sleeve semiri...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2022-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2022/3639936 |
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| _version_ | 1850208875386503168 |
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| author | Xiangong Huang Man Xu Nan Guo Senwen Deng Le Huang |
| author_facet | Xiangong Huang Man Xu Nan Guo Senwen Deng Le Huang |
| author_sort | Xiangong Huang |
| collection | DOAJ |
| description | The concrete-filled square steel tubular (S-CFST) structure has been widely used as a resistance system against earthquakes due to its good seismic performance. However, the application of the S-CFST structure is limited by its complex joint formulation. To overcome this shortcoming, a sleeve semirigid joint has been proposed, while its seismic performance has not been well examined. This study aims to discuss the behavior of sleeve joints with different parameters under low cyclic loading. The analysis results show that the simulation results of the finite element model established by ABAQUS were in good agreement with the experimental results, which further verified the good energy dissipation performance of the sleeve joint, and gave the design suggestions of the joint under different parameters to promote the engineering application of this type of joint. |
| format | Article |
| id | doaj-art-982f5fcdd0fc41d3944a5fe91932b0ac |
| institution | OA Journals |
| issn | 1875-9203 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-982f5fcdd0fc41d3944a5fe91932b0ac2025-08-20T02:10:09ZengWileyShock and Vibration1875-92032022-01-01202210.1155/2022/3639936Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve JointXiangong Huang0Man Xu1Nan Guo2Senwen Deng3Le Huang4School of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringPing’an Construction Group Co., Ltd.The concrete-filled square steel tubular (S-CFST) structure has been widely used as a resistance system against earthquakes due to its good seismic performance. However, the application of the S-CFST structure is limited by its complex joint formulation. To overcome this shortcoming, a sleeve semirigid joint has been proposed, while its seismic performance has not been well examined. This study aims to discuss the behavior of sleeve joints with different parameters under low cyclic loading. The analysis results show that the simulation results of the finite element model established by ABAQUS were in good agreement with the experimental results, which further verified the good energy dissipation performance of the sleeve joint, and gave the design suggestions of the joint under different parameters to promote the engineering application of this type of joint.http://dx.doi.org/10.1155/2022/3639936 |
| spellingShingle | Xiangong Huang Man Xu Nan Guo Senwen Deng Le Huang Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint Shock and Vibration |
| title | Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint |
| title_full | Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint |
| title_fullStr | Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint |
| title_full_unstemmed | Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint |
| title_short | Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint |
| title_sort | seismic performance of concrete filled square steel tubular column steel beam sleeve joint |
| url | http://dx.doi.org/10.1155/2022/3639936 |
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