Dynamic Response Characteristic of Building Structure under Blasting Vibration of underneath Tunnel
The vibration induced by blasting excavation of the subway tunnel in complex urban environments may cause harmful effects on adjacent buildings. Investigating the dynamic response of adjacent buildings is a key issue to predict and control blasting hazards. In this paper, the blasting excavation of...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2022-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2022/9980665 |
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| _version_ | 1849399103219302400 |
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| author | Ru He Nan Jiang Dong-Wei Li Jian-Feng Qi |
| author_facet | Ru He Nan Jiang Dong-Wei Li Jian-Feng Qi |
| author_sort | Ru He |
| collection | DOAJ |
| description | The vibration induced by blasting excavation of the subway tunnel in complex urban environments may cause harmful effects on adjacent buildings. Investigating the dynamic response of adjacent buildings is a key issue to predict and control blasting hazards. In this paper, the blasting excavation of the subway tunnel right below a building was selected as a case study, and the blast vibrations in the field were monitored. The Hilbert–Huang Transform (HHT) model was used to extract and analyze the time-frequency characteristic parameters of blasting dynamic response signals. By substituting intrinsic mode functions (IMF) component frequency and instantaneous energy for main frequency and blasting total input energy, respectively, the characteristics of time-instantaneous frequency-instantaneous energy of buildings under blasting seismic load were analyzed, and the concept of effective duration of vibration was proposed. |
| format | Article |
| id | doaj-art-a3cbb57882214bb980057ac0b59fefcd |
| institution | Kabale University |
| issn | 1875-9203 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-a3cbb57882214bb980057ac0b59fefcd2025-08-20T03:38:25ZengWileyShock and Vibration1875-92032022-01-01202210.1155/2022/9980665Dynamic Response Characteristic of Building Structure under Blasting Vibration of underneath TunnelRu He0Nan Jiang1Dong-Wei Li2Jian-Feng Qi3School of Civil and Architecture EngineeringFaculty of EngineeringSchool of Civil and Architecture EngineeringFaculty of EngineeringThe vibration induced by blasting excavation of the subway tunnel in complex urban environments may cause harmful effects on adjacent buildings. Investigating the dynamic response of adjacent buildings is a key issue to predict and control blasting hazards. In this paper, the blasting excavation of the subway tunnel right below a building was selected as a case study, and the blast vibrations in the field were monitored. The Hilbert–Huang Transform (HHT) model was used to extract and analyze the time-frequency characteristic parameters of blasting dynamic response signals. By substituting intrinsic mode functions (IMF) component frequency and instantaneous energy for main frequency and blasting total input energy, respectively, the characteristics of time-instantaneous frequency-instantaneous energy of buildings under blasting seismic load were analyzed, and the concept of effective duration of vibration was proposed.http://dx.doi.org/10.1155/2022/9980665 |
| spellingShingle | Ru He Nan Jiang Dong-Wei Li Jian-Feng Qi Dynamic Response Characteristic of Building Structure under Blasting Vibration of underneath Tunnel Shock and Vibration |
| title | Dynamic Response Characteristic of Building Structure under Blasting Vibration of underneath Tunnel |
| title_full | Dynamic Response Characteristic of Building Structure under Blasting Vibration of underneath Tunnel |
| title_fullStr | Dynamic Response Characteristic of Building Structure under Blasting Vibration of underneath Tunnel |
| title_full_unstemmed | Dynamic Response Characteristic of Building Structure under Blasting Vibration of underneath Tunnel |
| title_short | Dynamic Response Characteristic of Building Structure under Blasting Vibration of underneath Tunnel |
| title_sort | dynamic response characteristic of building structure under blasting vibration of underneath tunnel |
| url | http://dx.doi.org/10.1155/2022/9980665 |
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