Experimental Studies of Single-Layer Reticulated Domes with Isolated Supports

Figure 14

Vibration isolation rate of stress. (a) S2 under Taft seismic motion; (b) S6 under Taft seismic motion; (c) S9 under Taft seismic motion; (d) S2 under 311 seismic motion; (e) S6 under 311 seismic motion; (f) S9 under 311 seismic motion; (g) S2 under Lsfx seismic motion; (h) S6 under Lsfx seismic motion; (i) S9 under Lsfx seismic motion.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)