A platform for research: civil engineering, architecture and urbanism
Optimum tuning parameters of tuned mass dampers for vibration control of irregular highrise building structures
Tall buildings have become increasingly one-of-a-kind signature structures that are often irregular in plan and elevation with complicated dynamic behavior. Vibration control of irregular highrise building structures using a recently developed tuned mass dampers (TMD), the bidirectional TMD (BTMD), is investigated. A key issue for effective implementation of a TMD is the determination of their tuning parameters. Eight different sets of equations for tuning the parameters of TMDs are investigated using a 5-story building with plan and elevation irregularity, and a 15-story and a 20-story building with plan irregularity subjected to seismic loading. Appropriate equations are recommended for building structures with a fundamental period of vibrations of greater than one second.
Optimum tuning parameters of tuned mass dampers for vibration control of irregular highrise building structures
Tall buildings have become increasingly one-of-a-kind signature structures that are often irregular in plan and elevation with complicated dynamic behavior. Vibration control of irregular highrise building structures using a recently developed tuned mass dampers (TMD), the bidirectional TMD (BTMD), is investigated. A key issue for effective implementation of a TMD is the determination of their tuning parameters. Eight different sets of equations for tuning the parameters of TMDs are investigated using a 5-story building with plan and elevation irregularity, and a 15-story and a 20-story building with plan irregularity subjected to seismic loading. Appropriate equations are recommended for building structures with a fundamental period of vibrations of greater than one second.
Optimum tuning parameters of tuned mass dampers for vibration control of irregular highrise building structures
Mariantonieta Gutierrez Soto (author) / Hojjat Adeli (author)
2014
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation
Wiley | 2015
|Hybrid control of irregular steel highrise building structures under seismic excitations
Tema Archive | 2005
|A Selection of Optimum Parameters For Tuned Mass Dampers
British Library Conference Proceedings | 2003
|A Selection of Optimum Parameters for Tuned Mass Dampers
British Library Conference Proceedings | 2003
|