TY  - JOUR
T1  - Reactive Oscillation Damper of High Rise Constructions under Seismic Load
AU - Shein, Alexander AU - Shmelev, Danila AU - Zemtsova, Olga 
JO  - Research Journal of Applied Sciences
VL  - 12
IS  - 2
SP  - 230
EP  - 236
PY  - 2017
DA  - 2001/08/19
SN  - 1815-932x
DO  - rjasci.2017.230.236
UR  - https://makhillpublications.co/view-article.php?doi=rjasci.2017.230.236
KW  - Active damping
KW  -fluid damper
KW  -passive vibration damping
KW  -a dynamic damper
KW  -seismic vibrations
AB  - An active liquid damper as a device for damping vibrations of structures under transient (seismic)
influences is considered. The operating principle consists of alternating reactive force formation resisting to
relative (flexural) displacement (oscillatory movements) of the structure. The results of the numerical experiment
conducted to evaluate the damper efficiency, the choice and settings adjustment are analyzed. The comparison
of the liquid reactive damper with the passive three-mass dynamic vibration damper is carried out. According
to the results of this comparison, the conclusions about the given dampers efficiency are drawn.
ER  -