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Seismic Performance Analysis of a Connected Multitower Structure with FPS and Viscous Damper
A high four-tower structure is interconnected with a long sky corridor bridge on the top floor. To reduce the earthquake responses and member forces of the towers and sky corridor bridge, a passive control strategy with a friction pendulum tuned mass damper (FPTMD) was adopted. The sky corridor brid...
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| Главные авторы: | , , |
|---|---|
| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
Hindawi Limited
2018-01-01
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| Серии: | Shock and Vibration |
| Online-ссылка: | http://dx.doi.org/10.1155/2018/1865761 |
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