Skip to main content

Table 3 Estimated horizontal peak ground accelerations

From: The impact evaluation of soil liquefaction on low-rise building in the Meinong earthquake

PGA estimation method Annan District (g) Sinshih District (g)
Referring to the nearest seismograph 0.168 (TAI) 0.233 (SSH)
PGA contour map (NCREE 2016) 0.152 0.196
Empirical attenuation model (Jean et al. 2006) 0.128 0.140
1.5 times the PGA of contour map (roughly consider site effect) 0.228 0.294