Experimental research on Chinese antique buildings with dual-lintel-column joint of steel and composite structures
In order to study the mechanical behavior of Chinese traditional style architecture dual-lintel-column joint, a typical Chinese traditional style architecture dual-lintel-column joint was selected as the model structure. Two specimens with viscous damper and one specimen without viscous damper were...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Taylor & Francis Group
2024-03-01
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| Series: | Journal of Asian Architecture and Building Engineering |
| Subjects: | |
| Online Access: | http://dx.doi.org/10.1080/13467581.2023.2245013 |
| _version_ | 1797270614081273856 |
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| author | JinShuang Dong Yanru Gong Jianyang Xue Yan Sui Bin Huang |
| author_facet | JinShuang Dong Yanru Gong Jianyang Xue Yan Sui Bin Huang |
| author_sort | JinShuang Dong |
| collection | DOAJ |
| description | In order to study the mechanical behavior of Chinese traditional style architecture dual-lintel-column joint, a typical Chinese traditional style architecture dual-lintel-column joint was selected as the model structure. Two specimens with viscous damper and one specimen without viscous damper were designed and tested under fast harmonic load. On the basis of experimental study, the key indexes of mechanical properties are analyzed, such as the load–displacement hysteretic curve of specimens and viscous damper, skeleton curve, and load-bearing capacity. The results indicate that mechanical properties of antique buildings dual-lintel-column subassemblages with steel and composite structures and viscous damper can significantly increase the mechanical properties. The hysteretic curve of the damping joint is plump. The descending phase of skeleton curves is smoother. The carrying capacity is increased by 13.9%–14.1%, and displacement ductility is increased by 13.0%–18.6%. The viscous damper and the dual-lintel-column subassemblages work together. They significantly improve the deformation performance of structures at the failure stage and enhance the collapse resistance of the structure. The study of traditional architecture can also provide valuable insights into the development of structural engineering and construction technology. Also, people can learn the wisdom and experience of ancestors and apply it to modern engineering practices. |
| first_indexed | 2024-03-11T18:39:38Z |
| format | Article |
| id | doaj.art-3504dbdb0c3147ec86c2bdd0bd03b0aa |
| institution | Directory Open Access Journal |
| issn | 1347-2852 |
| language | English |
| last_indexed | 2024-04-25T02:07:04Z |
| publishDate | 2024-03-01 |
| publisher | Taylor & Francis Group |
| record_format | Article |
| series | Journal of Asian Architecture and Building Engineering |
| spelling | doaj.art-3504dbdb0c3147ec86c2bdd0bd03b0aa2024-03-07T14:28:18ZengTaylor & Francis GroupJournal of Asian Architecture and Building Engineering1347-28522024-03-0123269871110.1080/13467581.2023.22450132245013Experimental research on Chinese antique buildings with dual-lintel-column joint of steel and composite structuresJinShuang Dong0Yanru Gong1Jianyang Xue2Yan Sui3Bin Huang4Hainan UniversityHainan UniversityXi′an University of Architecture & TechnologyXi′an University of Architecture & TechnologyHainan UniversityIn order to study the mechanical behavior of Chinese traditional style architecture dual-lintel-column joint, a typical Chinese traditional style architecture dual-lintel-column joint was selected as the model structure. Two specimens with viscous damper and one specimen without viscous damper were designed and tested under fast harmonic load. On the basis of experimental study, the key indexes of mechanical properties are analyzed, such as the load–displacement hysteretic curve of specimens and viscous damper, skeleton curve, and load-bearing capacity. The results indicate that mechanical properties of antique buildings dual-lintel-column subassemblages with steel and composite structures and viscous damper can significantly increase the mechanical properties. The hysteretic curve of the damping joint is plump. The descending phase of skeleton curves is smoother. The carrying capacity is increased by 13.9%–14.1%, and displacement ductility is increased by 13.0%–18.6%. The viscous damper and the dual-lintel-column subassemblages work together. They significantly improve the deformation performance of structures at the failure stage and enhance the collapse resistance of the structure. The study of traditional architecture can also provide valuable insights into the development of structural engineering and construction technology. Also, people can learn the wisdom and experience of ancestors and apply it to modern engineering practices.http://dx.doi.org/10.1080/13467581.2023.2245013chinese traditional style architecturedual-lintel-column jointharmonic loadseismic behaviorhysteretic curve |
| spellingShingle | JinShuang Dong Yanru Gong Jianyang Xue Yan Sui Bin Huang Experimental research on Chinese antique buildings with dual-lintel-column joint of steel and composite structures Journal of Asian Architecture and Building Engineering chinese traditional style architecture dual-lintel-column joint harmonic load seismic behavior hysteretic curve |
| title | Experimental research on Chinese antique buildings with dual-lintel-column joint of steel and composite structures |
| title_full | Experimental research on Chinese antique buildings with dual-lintel-column joint of steel and composite structures |
| title_fullStr | Experimental research on Chinese antique buildings with dual-lintel-column joint of steel and composite structures |
| title_full_unstemmed | Experimental research on Chinese antique buildings with dual-lintel-column joint of steel and composite structures |
| title_short | Experimental research on Chinese antique buildings with dual-lintel-column joint of steel and composite structures |
| title_sort | experimental research on chinese antique buildings with dual lintel column joint of steel and composite structures |
| topic | chinese traditional style architecture dual-lintel-column joint harmonic load seismic behavior hysteretic curve |
| url | http://dx.doi.org/10.1080/13467581.2023.2245013 |
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