A series of numerical case studies are presented in this paper to investigate the effectiveness of a tuned vibration absorber with an impact damper, to attenuate the excessive vibration amplitudes of light secondary systems.
The effectiveness of a class of nonlinear tuned mass dampers (TMDs) in suppressing across-wind structure oscillations was examined through a wind tunnel test.
In time-domain analysis, the damping effectiveness of the tune mass damper controlled structures is investigated under impulse excitation.
Thus, in this study the effectiveness of multiple tuned mass friction damper (MTMFD) over a STMFD for reduction of response of multi-story structure is studied.
The effectiveness of multiple tuned mass friction dampers (MTMFD) for vibration control of structure over a single tuned mass friction damper (STMFD) is investigated.
Soweto is a blast of a tune.
Jangid and Datta (1997) investigated that the effectiveness of multiple tuned mass dampers is overestimated by ignoring the system asymmetry.
The examples with various dynamics are included to demonstrate the effectiveness of the tuning algorithms and show significant improvement over the existing PID tuning methods.
Effectiveness of distributed tuned mass dampers (d-TMDs) designed according to the mode shapes for multi-mode control of chimneys as against the TMDs placed arbitrarily (ad-TMDs) and single TMD (STMD) under earthquake ground motions is investigated.
Further work is required to fine tune this effort and to add a qualitative aspect to determine the efficiency and effectiveness of a resident while performing, assisting or even observing these procedures.
