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
An experimental study on tuned liquid damper for mitigation of structural response
✍ Scribed by Emili Bhattacharjee, Lipika Halder…
- Book ID
- 120797942
- Publisher
- Springer-Verlag
- Year
- 2013
- Tongue
- English
- Weight
- 850 KB
- Volume
- 5
- Category
- Article
- ISSN
- 2008-3556
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## Abstract This paper presents an experimental investigation on the performance of multiple‐tuned liquid column dampers (MTLCD) for reducing torsional vibration of structures in comparison with single‐tuned liquid column dampers (STLCD). A large structure model simulating its torsional vibration a
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