Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression Ratio
A new type of an assembled monolithic concrete column encased by partial outsourcing steel was proposed, and the seismic performance was proposed. To study the seismic performance such as failure mode, hysteretic behavior, deformation, ductility of the specimen, and the influence of the outsourcing...
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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/10.1155/2022/8171004 |
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| _version_ | 1832549754260684800 |
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| author | Y. L. Wang X. Y. Wu B. B. Li |
| author_facet | Y. L. Wang X. Y. Wu B. B. Li |
| author_sort | Y. L. Wang |
| collection | DOAJ |
| description | A new type of an assembled monolithic concrete column encased by partial outsourcing steel was proposed, and the seismic performance was proposed. To study the seismic performance such as failure mode, hysteretic behavior, deformation, ductility of the specimen, and the influence of the outsourcing steel pipe on the mechanical performance of the specimens, the comparative tests of four full-scale specimens under low cyclic reciprocating load under a high axial compression ratio were carried out. The test results show that the monolithic column assembled with outsourced steel has better overall performance, and the failure of the specimen is the large eccentric compression failure with good ductility. The hysteresis and skeleton curves of the assembled columns are similar to the cast-in-site concrete column under the same conditions, which have a good ductility and energy dissipation capacity. It was established that increasing the thickness of the outer steel plate does not significantly improve the mechanical performance of the component when the load-bearing capacity of members satisfies the design requirements. The research results can provide a reference for theoretical research and practical engineering applications of assembled monolithic concrete column connections. |
| format | Article |
| id | doaj-art-d5e77e666a9646e98d89cc54dcad52b3 |
| institution | Kabale University |
| issn | 1875-9203 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-d5e77e666a9646e98d89cc54dcad52b32025-02-03T06:08:41ZengWileyShock and Vibration1875-92032022-01-01202210.1155/2022/8171004Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression RatioY. L. Wang0X. Y. Wu1B. B. Li2Department of Civil EngineeringDepartment of Civil EngineeringChina Railway Construction Group Co., Ltd.A new type of an assembled monolithic concrete column encased by partial outsourcing steel was proposed, and the seismic performance was proposed. To study the seismic performance such as failure mode, hysteretic behavior, deformation, ductility of the specimen, and the influence of the outsourcing steel pipe on the mechanical performance of the specimens, the comparative tests of four full-scale specimens under low cyclic reciprocating load under a high axial compression ratio were carried out. The test results show that the monolithic column assembled with outsourced steel has better overall performance, and the failure of the specimen is the large eccentric compression failure with good ductility. The hysteresis and skeleton curves of the assembled columns are similar to the cast-in-site concrete column under the same conditions, which have a good ductility and energy dissipation capacity. It was established that increasing the thickness of the outer steel plate does not significantly improve the mechanical performance of the component when the load-bearing capacity of members satisfies the design requirements. The research results can provide a reference for theoretical research and practical engineering applications of assembled monolithic concrete column connections.http://dx.doi.org/10.1155/2022/8171004 |
| spellingShingle | Y. L. Wang X. Y. Wu B. B. Li Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression Ratio Shock and Vibration |
| title | Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression Ratio |
| title_full | Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression Ratio |
| title_fullStr | Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression Ratio |
| title_full_unstemmed | Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression Ratio |
| title_short | Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression Ratio |
| title_sort | experimental study on seismic performance of prefabricated frame column joints with a high axial compression ratio |
| url | http://dx.doi.org/10.1155/2022/8171004 |
| work_keys_str_mv | AT ylwang experimentalstudyonseismicperformanceofprefabricatedframecolumnjointswithahighaxialcompressionratio AT xywu experimentalstudyonseismicperformanceofprefabricatedframecolumnjointswithahighaxialcompressionratio AT bbli experimentalstudyonseismicperformanceofprefabricatedframecolumnjointswithahighaxialcompressionratio |