Research Article
Experimental Studies of Single-Layer Reticulated Domes with Isolated Supports
Figure 13
Vibration isolation rate of displacement. (a) Under Taft seismic motion in the x direction; (b) under Taft seismic motion in the y direction; (c) under Taft seismic motion in the z direction; (d) under 311 seismic motion in the x direction; (e) under 311 seismic motion in the y direction; (f) under 311 seismic motion in the z direction; (g) under Lsfx seismic motion in the x direction; (h) under Lsfx seismic motion in the y direction; (i) under Lsfx seismic motion in the z direction.
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