Seismic Response Analysis of Continuous Multispan Bridges with Partial Isolation

Table 2

Comparison of results according to the different analysis techniques for each of the 7 ground motion records considered.

Record	[m]			[kN]			[MNm]			[kN]			[kN]
	CMS	RMS	FTS	CMS	RMS	FTS	CMS	RMS	FTS	CMS	RMS	FTS	CMS	RMS	FTS
#1	0.1828	0.1827	0.1824	2105.6	2103.2	2119.8	71.788	71.779	72.022	369.8	370.2	372.3	376.1	376.0	375.2
#2	0.5496	0.5496	0.5485	4114.4	4093.8	4184.5	188.809	188.837	189.684	1126.5	1125.6	1131.3	1130.9	1130.9	1128.5
#3	0.2681	0.2681	0.2676	3320.5	3317.3	3315.7	103.350	103.412	103.921	520.8	519.9	523.0	551.6	551.7	550.6
#4	0.4473	0.4474	0.4468	3185.9	3180.3	3205.0	143.742	143.659	144.171	947.7	947.4	953.5	920.5	920.6	919.2
#5	0.6227	0.6227	0.6215	3650.2	3660.8	3782.8	194.330	194.336	195.329	1219.9	1220.2	1229.3	1281.3	1281.3	1278.8
#6	0.2417	0.2418	0.2416	3335.4	3328.3	3345.6	116.320	116.249	116.587	508.7	508.3	511.6	497.4	497.5	497.1
#7	0.1680	0.1680	0.1678	1648.8	1662.8	1683.0	65.313	65.334	65.723	336.3	335.8	338.1	345.6	345.7	345.3