Modeling of deepwater-type rectangular tuned liquid damper with submerged nets

An analytical model for describing the effectiveness of deepwater-type tune d liquid damper (TLD) with submerged nets for suppressing horizontal vibrat ion of structures is proposed. TLD is a damping device for suppressing the vibration of long-period structures such as high-rise buildings, tall tower s, the pylons of cable stayed bridges, and so on. The damping force is crea ted by the hydrodynamic force caused by the sloshing of water contained in rectangular tanks located on top of such structures. In this study, we prop osed the dynamical model for analyzing deepwater-type TLD (DTLD) where the liquid depth is deep compared with the length of the rectangular tank. In p articular, the effect of hydraulic resistance produced by submerged nets in stalled in the tank is examined intensively. In the analysis of DTLD, emplo ying finite amplitude wave theory, we obtained the hydrodynamic force and t he dissipation energy by using Galerkin method, taking the effect of submer ged nets into account. The calculated results thus obtained are compared wi th experimental results, by which the validity of the modeling methodology is confirmed. Finally, the case in which DTLD with nets is installed on an actual structure is investigated both theoretically and experimentally and the the performance of DTLD is illustrated.