The Case Study of the Characteristic Analysis and Reinforcement Measures of RC Diaojiaolou Structures Under Different Seismic Intensities
China is strengthening the construction of the disaster resistance capacity of its mountain buildings, which increases the demand for RC Diaojiaolou reinforcement technology. In this paper, the performance of RC Diaojiaolou structures (unreinforced and carbon-fiber cloth-reinforced) in an earthquake...
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| Format: | Article |
| Language: | English |
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MDPI AG
2025-05-01
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| Series: | Buildings |
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| Online Access: | https://www.mdpi.com/2075-5309/15/11/1795 |
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| author | Wenwu Zhong Zhile Shu Wenkai Feng Xin Zhang Xueye Ma Zheng Fei |
| author_facet | Wenwu Zhong Zhile Shu Wenkai Feng Xin Zhang Xueye Ma Zheng Fei |
| author_sort | Wenwu Zhong |
| collection | DOAJ |
| description | China is strengthening the construction of the disaster resistance capacity of its mountain buildings, which increases the demand for RC Diaojiaolou reinforcement technology. In this paper, the performance of RC Diaojiaolou structures (unreinforced and carbon-fiber cloth-reinforced) in an earthquake is studied by a physical model test. The results show that carbon-fiber cloth can effectively improve the seismic capacity. The natural vibration period and acceleration- and displacement-increment coefficients of DF and CDF conformed to the exponential law. The damage process can be divided into three stages: DS, YS, and PS. After reinforcement, the development law of the average value of the acceleration-increment coefficient changed from the N type to the V type, and the development law of the average value of the displacement-increment coefficient changed from the concave type to the V type. The Diaojiaolou was the least affected by the acceleration at I. The displacement deformation of DF was the least affected by the seismic waves at DZ1. The displacement deformation of CDF was the least affected by the seismic waves at I. These findings provide a theoretical basis for the seismic design of mountain Diaojiaolous. |
| format | Article |
| id | doaj-art-ae0868bee5064e7fa79f671d1164c866 |
| institution | OA Journals |
| issn | 2075-5309 |
| language | English |
| publishDate | 2025-05-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Buildings |
| spelling | doaj-art-ae0868bee5064e7fa79f671d1164c8662025-08-20T02:32:37ZengMDPI AGBuildings2075-53092025-05-011511179510.3390/buildings15111795The Case Study of the Characteristic Analysis and Reinforcement Measures of RC Diaojiaolou Structures Under Different Seismic IntensitiesWenwu Zhong0Zhile Shu1Wenkai Feng2Xin Zhang3Xueye Ma4Zheng Fei5College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, ChinaSchool of Emergency Management, Xihua University, Chengdu 610039, ChinaCollege of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, ChinaSchool of Architecture and Civil Engineering, Xihua University, Chengdu 610039, ChinaCollege of Intelligent Construction and Environmental Engineering, Chengdu Textile College, Chengdu 611731, ChinaSchool of Architecture and Civil Engineering, Xihua University, Chengdu 610039, ChinaChina is strengthening the construction of the disaster resistance capacity of its mountain buildings, which increases the demand for RC Diaojiaolou reinforcement technology. In this paper, the performance of RC Diaojiaolou structures (unreinforced and carbon-fiber cloth-reinforced) in an earthquake is studied by a physical model test. The results show that carbon-fiber cloth can effectively improve the seismic capacity. The natural vibration period and acceleration- and displacement-increment coefficients of DF and CDF conformed to the exponential law. The damage process can be divided into three stages: DS, YS, and PS. After reinforcement, the development law of the average value of the acceleration-increment coefficient changed from the N type to the V type, and the development law of the average value of the displacement-increment coefficient changed from the concave type to the V type. The Diaojiaolou was the least affected by the acceleration at I. The displacement deformation of DF was the least affected by the seismic waves at DZ1. The displacement deformation of CDF was the least affected by the seismic waves at I. These findings provide a theoretical basis for the seismic design of mountain Diaojiaolous.https://www.mdpi.com/2075-5309/15/11/1795mountain buildingRC Diaojiaolouearthquakecarbon-fiber clothphysical model |
| spellingShingle | Wenwu Zhong Zhile Shu Wenkai Feng Xin Zhang Xueye Ma Zheng Fei The Case Study of the Characteristic Analysis and Reinforcement Measures of RC Diaojiaolou Structures Under Different Seismic Intensities Buildings mountain building RC Diaojiaolou earthquake carbon-fiber cloth physical model |
| title | The Case Study of the Characteristic Analysis and Reinforcement Measures of RC Diaojiaolou Structures Under Different Seismic Intensities |
| title_full | The Case Study of the Characteristic Analysis and Reinforcement Measures of RC Diaojiaolou Structures Under Different Seismic Intensities |
| title_fullStr | The Case Study of the Characteristic Analysis and Reinforcement Measures of RC Diaojiaolou Structures Under Different Seismic Intensities |
| title_full_unstemmed | The Case Study of the Characteristic Analysis and Reinforcement Measures of RC Diaojiaolou Structures Under Different Seismic Intensities |
| title_short | The Case Study of the Characteristic Analysis and Reinforcement Measures of RC Diaojiaolou Structures Under Different Seismic Intensities |
| title_sort | case study of the characteristic analysis and reinforcement measures of rc diaojiaolou structures under different seismic intensities |
| topic | mountain building RC Diaojiaolou earthquake carbon-fiber cloth physical model |
| url | https://www.mdpi.com/2075-5309/15/11/1795 |
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