Research Article
Development of Rocking Isolation for Response Mitigation of Elevated Water Tanks under Seismic and Wind Hazards
Figure 13
Normalized time histories of (A) rocking, (B) convective, (C) flexibility, (D) impulsive, and (E) shaft top end deformation responses for the structure with C1 (a) and with C2 (b).
(a) |
(b) |