Research Article

Using Optimal Multiple Tuned Liquid Column Dampers for Mitigating the Seismic Response of Structures

Figure 6

Maximum displacement of controlled structure under (a) El-Centro (1940), (b) Hachinohe (1968), (c) Northridge (1994) and (d) Kobe (1995) testing excitations when % and .
592181.fig.006a
(a)
592181.fig.006b
(b)
592181.fig.006c
(c)
592181.fig.006d
(d)