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Fig. 11 | Earth, Planets and Space

Fig. 11

From: Estimation of shallow S-wave velocity structure and site response characteristics by microtremor array measurements in Tekirdag region, NW Turkey

Fig. 11

Comparison of the theoretical amplification for 32 sites according the NEHRP site classifications. a site class B and E, b-c site class C, d site class D. The amplification values are computed using 1D transfer functions for vertically incident SH waves. The engineering bedrock S-wave velocity is Vs = 780 m/s. The Q value is assumed to be 1/15 of Vs (Q = Vs/15). Site class C divided into two subgroups according to velocity ranges C1, 450 < AVs30 < 600 m/s and C2, 350 < AVs30 < 450 m/s

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