Seismic Response Analysis of an Isolated Structure with QZS under Near-Fault Vertical Earthquakes

Figure 7

Comparison of elastic displacement versus force response curves for a seismic isolated structure with QZS: (a) Loma Prieta-Saratoga-Aloha Ave.; (b) Kocaeli-Izmit; (c) Chi-Chi-TCU089; (d) Chi-Chi-CHY080.

(a)

(b)

(c)

(d)