Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure
A building developed by Wuhan Shimao Group in Wuhan, China, is a high-rise residence with 56 stories near the Yangtze River. The building is a reinforced concrete structure, featuring with a nonregular T-type plane and a height 179.6 m, which is out of the restrictions specified by the China Technic...
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| Format: | Article |
| Language: | English |
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Wiley
2019-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2019/6189873 |
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| author | Shujin Li Cai Wu Fan Kong |
| author_facet | Shujin Li Cai Wu Fan Kong |
| author_sort | Shujin Li |
| collection | DOAJ |
| description | A building developed by Wuhan Shimao Group in Wuhan, China, is a high-rise residence with 56 stories near the Yangtze River. The building is a reinforced concrete structure, featuring with a nonregular T-type plane and a height 179.6 m, which is out of the restrictions specified by the China Technical Specification for Concrete Structures of Tall Building (JGJ3-2010). To investigate its seismic performance, a shaking table test with a 1/30 scale model is carried out in Structural Laboratory in Wuhan University of Technology. The dynamic characteristics and the responses of the model subject to different seismic intensities are investigated via the analyzing of shaking table test data and the observed cracking pattern of the scaled model. Finite element analysis of the shaking table model is also established, and the results are coincident well with the test. An autoregressive method is also presented to identify the damage of the structure after suffering from different waves, and the results coincide well with the test and numerical simulation. The shaking table model test, numerical analysis, and damage identification prove that this building is well designed and can be safely put into use. Suggestions and measures to improve the seismic performance of structures are also presented. |
| format | Article |
| id | doaj-art-eb5e8b00746b40449de4a4447fef902a |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2019-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-eb5e8b00746b40449de4a4447fef902a2025-02-03T01:31:42ZengWileyShock and Vibration1070-96221875-92032019-01-01201910.1155/2019/61898736189873Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall StructureShujin Li0Cai Wu1Fan Kong2School of Civil Engineering and Architecture, Wuhan University of Technology, Luoshi Road No. 122, Wuhan 430070, ChinaSchool of Civil Engineering and Architecture, Wuhan University of Technology, Luoshi Road No. 122, Wuhan 430070, ChinaSchool of Civil Engineering and Architecture, Wuhan University of Technology, Luoshi Road No. 122, Wuhan 430070, ChinaA building developed by Wuhan Shimao Group in Wuhan, China, is a high-rise residence with 56 stories near the Yangtze River. The building is a reinforced concrete structure, featuring with a nonregular T-type plane and a height 179.6 m, which is out of the restrictions specified by the China Technical Specification for Concrete Structures of Tall Building (JGJ3-2010). To investigate its seismic performance, a shaking table test with a 1/30 scale model is carried out in Structural Laboratory in Wuhan University of Technology. The dynamic characteristics and the responses of the model subject to different seismic intensities are investigated via the analyzing of shaking table test data and the observed cracking pattern of the scaled model. Finite element analysis of the shaking table model is also established, and the results are coincident well with the test. An autoregressive method is also presented to identify the damage of the structure after suffering from different waves, and the results coincide well with the test and numerical simulation. The shaking table model test, numerical analysis, and damage identification prove that this building is well designed and can be safely put into use. Suggestions and measures to improve the seismic performance of structures are also presented.http://dx.doi.org/10.1155/2019/6189873 |
| spellingShingle | Shujin Li Cai Wu Fan Kong Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure Shock and Vibration |
| title | Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure |
| title_full | Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure |
| title_fullStr | Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure |
| title_full_unstemmed | Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure |
| title_short | Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure |
| title_sort | shaking table model test and seismic performance analysis of a high rise rc shear wall structure |
| url | http://dx.doi.org/10.1155/2019/6189873 |
| work_keys_str_mv | AT shujinli shakingtablemodeltestandseismicperformanceanalysisofahighrisercshearwallstructure AT caiwu shakingtablemodeltestandseismicperformanceanalysisofahighrisercshearwallstructure AT fankong shakingtablemodeltestandseismicperformanceanalysisofahighrisercshearwallstructure |