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

Table 5

IDA results of the middle pier bottom (bridge completion stage).

Earthquake no.	PGA (g)	Transversal maximum moment (kN × m)	Longitudinal maximum moment (kN × m)
1	0.1	124715.30	41350.43
	0.2	249430.61	82700.87
	0.4	284632.28	143498.30
	0.8	295975.51	144432.25
	1.0	297487.94	144594.96
2	0.1	11055.41	9510.73
	0.2	22110.81	19021.46
	0.4	44221.62	38042.91
	0.8	88443.24	76085.82
	1.0	110554.06	95107.28
3	0.1	95882.67	116589.76
	0.2	191765.56	143736.31
	0.4	295770.93	144428.37
	0.8	303330.19	146002.37
	1.0	305830.99	147366.54
4	0.1	66169.98	43928.98
	0.2	132339.97	87857.97
	0.4	264679.60	143438.19
	0.8	293742.85	143818.36
	1.0	298630.06	144124.19
5	0.1	111156.75	29670.38
	0.2	222313.50	59340.75
	0.4	286419.06	118682.54
	0.8	292862.12	144810.86
	1.0	297130.57	146277.70
6	0.1	93010.80	51934.77
	0.2	186021.60	103869.54
	0.4	284940.70	144977.70
	0.8	300716.87	149089.16
	1.0	303597.27	149702.63
7	0.1	93769.84	38333.40
	0.2	187539.68	76666.81
	0.4	284832.89	143386.89
	0.8	298734.72	145034.92
	1.0	302025.42	145959.40
8	0.1	104805.70	63977.45
	0.2	209611.40	127954.78
	0.4	286336.05	144716.45
	0.8	299258.12	146852.25
	1.0	301826.16	148718.42
9	0.1	76552.32	43323.90
	0.2	153104.64	86647.80
	0.4	281042.53	143559.38
	0.8	290690.42	144939.87
	1.0	294659.85	145455.57
10	0.1	138362.57	51103.98
	0.2	276725.15	102207.95
	0.4	292900.51	143900.92
	0.8	304259.53	147797.69
	1.0	307890.01	148617.52
11	0.1	85445.93	12397.04
	0.2	170891.86	24794.08
	0.4	283817.09	49588.17
	0.8	297073.82	99176.34
	1.0	297865.37	123970.42
12	0.1	83037.47	21897.19
	0.2	166074.93	43794.39
	0.4	283211.00	87588.77
	0.8	299157.07	143589.67
	1.0	300885.15	143720.47
13	0.1	66182.85	12746.55
	0.2	132365.70	25493.10
	0.4	264731.41	50986.20
	0.8	290176.33	101972.40
	1.0	297831.41	127465.51
14	0.1	29031.62	13745.21
	0.2	58063.24	27490.41
	0.4	116126.48	54980.83
	0.8	232252.97	109961.65
	1.0	280726.63	137451.98
15	0.1	24994.13	11864.14
	0.2	49988.26	23728.28
	0.4	99976.51	47456.56
	0.8	199953.03	94913.13
	1.0	249941.28	118641.41
16	0.1	95988.89	93153.59
	0.2	191977.95	143593.86
	0.4	291159.88	152178.75
	0.8	341519.75	163385.42
	1.0	377424.26	168383.61
17	0.1	86019.30	54731.88
	0.2	172038.59	109463.75
	0.4	284273.13	146056.75
	0.8	303447.56	152343.62
	1.0	311396.04	155236.52
18	0.1	81512.48	80920.30
	0.2	163024.96	143487.87
	0.4	282744.71	152948.93
	0.8	318259.65	162343.61
	1.0	340261.62	165587.19
19	0.1	55297.90	71379.22
	0.2	110595.79	143302.00
	0.4	221193.84	148759.48
	0.8	306720.64	161842.72
	1.0	320054.15	169186.21
20	0.1	98706.94	70372.86
	0.2	197413.89	140745.71
	0.4	284130.64	145358.69
	0.8	305035.48	150225.29
	1.0	314483.53	151202.57