Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings

Figure 20

Experimental and numerical relative displacements for motion 290@100% (TL isolation model: = 2000 kN/m, = 0.20, = 0.10, = 3 kN, and = 13 kN).

(a) Isolation system

(b) Superstructure