Construction Stage Seismic Vulnerability Evaluation of a Continuous Girder Bridge with the Cast-in-Place Cantilever Construction Method

Table 3

Identification of the considered seismic records.

Time (UTC + 8)	Epicenter position	Magnitude (Ms)	Depth (km)	Station position	Site condition
2011-01-19 12 : 07 : 43	N30.659, E117.099	4.4	6	N32.000, E119.199	Soil
				N31.700, E119.000	Soil
				N31.500, E119.300	Soil
				N31.600, E118.300	Soil
				N31.500, E118.300	Soil
2012-07-20 20 : 11 : 51	N33.04, E119.569	4.9	15	N34.400, E118.400	Soil
				N33.299, E119.300	Soil
				N32.799, E120.300	Soil
				N32.099, E119.699	Soil
				N33.799, E119.800	Soil
2013-11-23 13 : 44 : 11	N37.099, E120.019	4.5	10	N36.799, E118.900	Soil
				N36.400, E119.800	Soil
				N36.500, E119.400	Soil
				N36.799, E119.800	Rock
				N37.599, E121.000	Rock
2014-03-19 20 : 19 : 22	N24.049, E122.419	5.9	10	N26.600, E118.199	Rock
				N25.500, E119.800	Rock
				N25.700, E117.099	Rock
2014-05-21 08 : 21 : 13	N23.76, E121.489	5.9	20	N25.799, E116.400	Rock
				N25.500, E119.800	Rock