An experimental study of tuned liquid column damper controlled multi-degree of freedom structure subject to harmonic and seismic excitations
Fig 7
RMS acceleration responses of MDOF structure equipped with and without TLCD at (a) 0.65 Hz, (b) 1.17 Hz, (c) 1.3 Hz, (d) 1.43 Hz, (e) 1.95 Hz, and (f) Seismic loading.