Journal
THIN-WALLED STRUCTURES
Volume 144, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.tws.2019.106330
Keywords
Negative stiffness; Composite column; Multi-stopband; Local resonance; Vibration absorbers
Categories
Funding
- Natural Science Foundation of China [51178101, 51378112]
- Excellent Doctoral Dissertation Foundation of Southeast University
Ask authors/readers for more resources
This paper explores the basic mechanism of a multi-stopband negative stiffness composite column. The column consists of two parts: the base structure (concrete-filled steel tube (CFST)) and mass-spring-damper vibration absorbers (tungsten sphere-rubber). The local vibration absorbers create a wave black hole and guide waves into the energy-dissipating local vibration absorber under the resonant excited state. The efficiency of the multi-stopband negative stiffness composite column is verified via numerical testing. The results indicate that the resonance of the vibration absorber creates frequency stopbands that are influenced by the location, damping of the absorber, mass ratio, and stiffness ratio. Moreover, when the frequency of the local absorber is distributed around the natural frequency of the column, the vibration caused by earthquakes can be absorbed.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available