## Abstract This paper presents an experimental investigation on the performance of multipleβtuned liquid column dampers (MTLCD) for reducing torsional vibration of structures in comparison with singleβtuned liquid column dampers (STLCD). A large structure model simulating its torsional vibration a
Multiple-tuned liquid column dampers for torsional vibration control of structures: theoretical investigation
β Scribed by Y. L. Xu; K. M. Shum
- Publisher
- John Wiley and Sons
- Year
- 2002
- Tongue
- English
- Weight
- 206 KB
- Volume
- 32
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.227
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Numerical simulations of a single-degree-of-freedom (SDOF) structure, rigidly supporting a tuned liquid damper (TLD) and subjected to both real and arti"cially generated earthquake ground motions, show that a properly designed TLD can signi"cantly reduce the structure's response to these motions. Th
In order to evaluate the control performance of the tuned liquid column damper in suppressing pitching vibration of structures, an optimal parametric study of the damper is carried out for an undamped structure. The structure is assumed to be subjected to harmonic excitation in the analysis. The opt