Using Locally Resonant Meta-basement to Attenuate Seismic Induced Vibrations of High-rise Buildings
This thesis investigates the use of seismic metamaterials for vibration control in high-rise buildings. It begins with the development of a novel meta-basement design that balances performance and cost. The design is further enhanced by incorporating negative stiffness mechanisms and multiple resona...
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| Format: | Thesis |
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Curtin University
2025
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| Online Access: | http://hdl.handle.net/20.500.11937/97951 |
| _version_ | 1848766343425294336 |
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| author | Zhou, Wen |
| author_facet | Zhou, Wen |
| author_sort | Zhou, Wen |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This thesis investigates the use of seismic metamaterials for vibration control in high-rise buildings. It begins with the development of a novel meta-basement design that balances performance and cost. The design is further enhanced by incorporating negative stiffness mechanisms and multiple resonators to achieve a wide bandgap in the low-frequency range. Finally, the research extends the symmetric model to consider asymmetry, examining the bandgap characteristics of asymmetric meta-basements with coupled translational-torsional responses. |
| first_indexed | 2025-11-14T11:49:38Z |
| format | Thesis |
| id | curtin-20.500.11937-97951 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T11:49:38Z |
| publishDate | 2025 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-979512025-06-20T05:46:14Z Using Locally Resonant Meta-basement to Attenuate Seismic Induced Vibrations of High-rise Buildings Zhou, Wen This thesis investigates the use of seismic metamaterials for vibration control in high-rise buildings. It begins with the development of a novel meta-basement design that balances performance and cost. The design is further enhanced by incorporating negative stiffness mechanisms and multiple resonators to achieve a wide bandgap in the low-frequency range. Finally, the research extends the symmetric model to consider asymmetry, examining the bandgap characteristics of asymmetric meta-basements with coupled translational-torsional responses. 2025 Thesis http://hdl.handle.net/20.500.11937/97951 Curtin University restricted |
| spellingShingle | Zhou, Wen Using Locally Resonant Meta-basement to Attenuate Seismic Induced Vibrations of High-rise Buildings |
| title | Using Locally Resonant Meta-basement to Attenuate Seismic Induced Vibrations of High-rise Buildings |
| title_full | Using Locally Resonant Meta-basement to Attenuate Seismic Induced Vibrations of High-rise Buildings |
| title_fullStr | Using Locally Resonant Meta-basement to Attenuate Seismic Induced Vibrations of High-rise Buildings |
| title_full_unstemmed | Using Locally Resonant Meta-basement to Attenuate Seismic Induced Vibrations of High-rise Buildings |
| title_short | Using Locally Resonant Meta-basement to Attenuate Seismic Induced Vibrations of High-rise Buildings |
| title_sort | using locally resonant meta-basement to attenuate seismic induced vibrations of high-rise buildings |
| url | http://hdl.handle.net/20.500.11937/97951 |