PTMD Control on a Benchmark TV Tower under Earthquake and Wind Load Excitations
Open Access
- 22 April 2017
- journal article
- research article
- Published by MDPI AG in Applied Sciences
- Vol. 7 (4), 425
- https://doi.org/10.3390/app7040425
Abstract
A pounding tuned mass damper (PTMD) is introduced by making use of the energy dissipated during impact. In the proposed PTMD, a viscoelastic layer is attached to an impact limitation collar so that energy can be further consumed and transferred to heat energy. An improved numerical model to simulate pounding force is proposed and verified through experimentation. The accuracy of the proposed model was validated against a traditional Hertz-based pounding model. A comparison showed that the improved model tends to have a better prediction of the peak pounding force. A simulation was then carried out by taking the benchmark Canton Tower, which is a super-tall structure, as the host structure. The dynamic responses of uncontrolled, TMD-controlled and PTMD controlled system were simulated under wind and earthquake excitations. Unlike traditional TMDs, which are sensitive to input excitations and the mass ratio, the proposed PTMD maintains a stable level of control efficiency when the structure is excited by different earthquake records and different intensities. Particularly, more improvement can be observed when an extreme earthquake is considered. The proposed PTMD was able to achieve similar, or even better, control effectiveness with a lower mass ratio. These results demonstrate the superior adaptability of the PTMD and its applicability for protection of a building against seismic activity. A parametric study was then performed to investigate the influence of the mass ratio and the gap value on the control efficiency. A comparison of results show that better control results will be guaranteed by optimization of the gap value.Funding Information
- National Natural Science Foundation of China (51578159, 51678158)
This publication has 49 references indexed in Scilit:
- Frequency and damping adaptation of a TMD with controlled MR damperSmart Materials and Structures, 2012
- An adaptive tuned mass damper based on the emulation of positive and negative stiffness with an MR damperSmart Materials and Structures, 2010
- Adaptive passive, semiactive, smart tuned mass dampers: identification and control using empirical mode decomposition, hilbert transform, and short-term fourier transformStructural Control and Health Monitoring, 2009
- Active and semi-active vibration control of buildings in Japan—Practical applications and verificationStructural Control and Health Monitoring, 2009
- Influence of Anion Doped Polypyrrole Film as Ion-to-Electron Transducer on the Response Performance of Internal Solid Contact Potentiometric SensorsInstrumentation Science & Technology, 2009
- Adaptive Tuned Mass Damper for the Construction of Concrete PiersStructural Engineering International, 2007
- Dynamic behaviour of planar rigid multi-body systems including revolute joints with clearanceProceedings of the Institution of Mechanical Engineers, Part K: Journal of Multi-Body Dynamics, 2007
- Adaptive Tuned Mass Damper based on Pre-stressable Leaf-springsJournal of Intelligent Material Systems and Structures, 2007
- Tuned mass damper with nonlinear viscous dampingJournal of Sound and Vibration, 2007
- A Contact Force Model With Hysteresis Damping for Impact Analysis of Multibody SystemsJournal of Mechanical Design, 1990