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A model of tuned liquid damper for suppressing pitching motions of structures

✍ Scribed by L. M. Sun; Y. Fujino; K. Koga


Publisher
John Wiley and Sons
Year
1995
Tongue
English
Weight
751 KB
Volume
24
Category
Article
ISSN
0098-8847

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πŸ“œ SIMILAR VOLUMES


OPTIMUM PARAMETERS OF TUNED LIQUID COLUM
✍ S.D. XUE; J.M. KO; Y.L. XU πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 171 KB

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

Structure–fluid interaction model of tun
✍ W. Kanok-Nukulchai; B. T. Tam πŸ“‚ Article πŸ“… 1999 πŸ› John Wiley and Sons 🌐 English βš– 429 KB πŸ‘ 2 views

A Lagrangian displacement-based #uid element has been developed to model large amplitude free surface motion of nearly incompressible viscous #uids in a tank of rectangular cross-section under dynamic excitation for tuned liquid damper applications. The penalty method is employed to enforce the near

A non‐linear numerical model of the tune
✍ Yu, Jin‐Kyu; Wakahara, Toshihiro; Reed, Dorothy A. πŸ“‚ Article πŸ“… 1999 πŸ› John Wiley and Sons 🌐 English βš– 273 KB πŸ‘ 2 views

The Tuned Liquid Damper (TLD) is modelled numerically as an equivalent tuned mass damper with non-linear sti!ness and damping. These parameters are derived from extensive experimental results described in References 1 and 2. This Non-linear Sti!ness and Damping (NSD) model captures the behaviour of

Tuned liquid dampers for controlling ear
✍ Banerji, Pradipta; Murudi, Mohan; Shah, Arvind H.; Popplewell, Neil πŸ“‚ Article πŸ“… 2000 πŸ› John Wiley and Sons 🌐 English βš– 177 KB πŸ‘ 2 views

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