Research Article

Damage Assessment of an SRC Frame-Core Tube Structure under the Action of a Main Aftershock Sequence

Table 4

Information of the main aftershock sequence ground motion.

Station nameAftershock timeAftershock magnitudeMain shock (PGA) (g)Aftershock (PGA) (g)TA/TM

CHY025E99/09/256.300.160.131.50
CHY046N99/09/206.200.190.111.87
CHY047N99/09/256.300.180.231.32
CHY052W99/09/256.300.090.051.69
CHY057E99/09/206.200.040.021.87
CHY063N99/09/256.300.070.041.75
CHY065N99/09/256.300.090.051.31
CHY076E99/09/206.200.070.041.43
CHY080N99/09/256.300.860.121.37
CHY082N99/09/256.300.060.201.63
CHY107W99/09/206.200.100.041.63
HWA002W99/09/206.200.050.011.34
HWA030E99/09/226.200.070.051.53
HWA033E99/09/206.200.170.021.42
HWA035N99/09/206.900.070.021.07