抄録
In the previous paper, a new type of isolation table using an X-Y table and wire rope isolators was developed, and the seismic responses of the isolation table loaded with a weight or a two-degree-of-freedom furnishings model were discussed numerically and experimentally. In this paper, the seismic responses of the isolation table loaded with a three-story tower-like structure whose center of gravity is high are discussed numerically and experimentally.
